Ultimate Equilibrium of RC Structures Using Mini-Max Principle
Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Con...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Iskhakov, Iakov [verfasserIn] Ribakov, Yuri [mitwirkender] |
|---|
| Format: |
E-Book |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
Hauppauge: Nova Science Publishers, Incorporated ; 2014 ©2014 |
|---|
| Schlagwörter: |
Reinforced concrete construction -- Mathemtics |
|---|
| Anmerkung: |
Description based on publisher supplied metadata and other sources |
|---|---|
| Umfang: |
1 online resource (137 pages) |
| Links: | |
|---|---|
| ISBN: |
978-1-63321-340-1 |
| Katalog-ID: |
1746159553 |
|---|
| LEADER | 01000cam a22002652 4500 | ||
|---|---|---|---|
| 001 | 1746159553 | ||
| 003 | DE-627 | ||
| 005 | 20220831110848.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 210130s2014 xx |||||o 00| ||eng c | ||
| 020 | |a 9781633213401 |9 978-1-63321-340-1 | ||
| 035 | |a (DE-627)1746159553 | ||
| 035 | |a (DE-599)KEP032374984 | ||
| 035 | |a (EBC)EBC3024725 | ||
| 035 | |a (EBP)032374984 | ||
| 035 | |a (EBR)ebr10927517 | ||
| 035 | |a (EBL)EBL3024725 | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rda | ||
| 041 | |a eng | ||
| 082 | 0 | |a 624.1/834101 | |
| 100 | 1 | |a Iskhakov, Iakov |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Ultimate Equilibrium of RC Structures Using Mini-Max Principle |
| 264 | 1 | |a Hauppauge |b Nova Science Publishers, Incorporated |c 2014 | |
| 264 | 4 | |c ©2014 | |
| 300 | |a 1 online resource (137 pages) | ||
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a Computermedien |b c |2 rdamedia | ||
| 338 | |a Online-Ressource |b cr |2 rdacarrier | ||
| 500 | |a Description based on publisher supplied metadata and other sources | ||
| 520 | |a Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts. | ||
| 650 | 0 | |a Reinforced concrete construction -- Mathemtics | |
| 650 | 0 | |a Structural engineering | |
| 650 | 0 | |a Maxima and minima | |
| 650 | 4 | |a Reinforced concrete construction ; Mathemtics.. | |
| 650 | 4 | |a Structural engineering.. | |
| 650 | 4 | |a Maxima and minima | |
| 650 | 4 | |a Electronic books | |
| 700 | 1 | |a Ribakov, Yuri |e mitwirkender |4 ctb | |
| 776 | 1 | |z 9781633213340 | |
| 776 | 0 | 8 | |i Erscheint auch als |n Druck-Ausgabe |z 9781633213340 |
| 856 | 4 | 0 | |u https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=3024725 |m X:EBC |x Aggregator |z lizenzpflichtig |
| 912 | |a ZDB-30-PQE | ||
| 912 | |a GBV_ILN_370 | ||
| 912 | |a ISIL_DE-1373 | ||
| 912 | |a SYSFLAG_1 | ||
| 912 | |a GBV_KXP | ||
| 912 | |a GBV_ILN_2021 | ||
| 912 | |a ISIL_DE-289 | ||
| 912 | |a GBV_ILN_2148 | ||
| 912 | |a ISIL_DE-950 | ||
| 951 | |a BO | ||
| 953 | |2 045F |a 624.1/834101 | ||
| 980 | |2 370 |1 01 |x 4370 |b 3976617911 |h olr-dda ebc |k Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. |u i |y z |z 09-09-21 | ||
| 980 | |2 2021 |1 01 |x DE-289 |b 3845715782 |c 00 |f --%%-- |d --%%-- |e --%%-- |j n |y l01 |z 30-01-21 | ||
| 980 | |2 2148 |1 01 |x DE-950 |b 4078422454 |c 00 |f --%%-- |d eBook ProQuest |e --%%-- |j n |k PDA-Angebot - nur für Hochschulangehörige der HfWU |y l01 |z 03-03-22 | ||
| 981 | |2 370 |1 01 |x 4370 |y E-Book: Zugriff im HCU-Netz. Zugriff von auβerhalb nur für HCU-Angehörige möglich |r https://ebookcentral.proquest.com/lib/hcuhamburg-ebooks/detail.action?docID=3024725 | ||
| 981 | |2 2021 |1 01 |x DE-289 |r https://ebookcentral.proquest.com/lib/kiz-uniulm/detail.action?docID=3024725 | ||
| 981 | |2 2148 |1 01 |x DE-950 |r https://ebookcentral.proquest.com/lib/hfwu/detail.action?docID=3024725 | ||
| 995 | |2 370 |1 01 |x 4370 |a olr-dda ebc | ||
| author_variant |
i i ii |
|---|---|
| matchkey_str |
book:9781633213401:2014---- |
| hierarchy_sort_str |
2014 |
| publishDate |
2014 |
| allfields |
9781633213401 978-1-63321-340-1 (DE-627)1746159553 (DE-599)KEP032374984 (EBC)EBC3024725 (EBP)032374984 (EBR)ebr10927517 (EBL)EBL3024725 DE-627 ger DE-627 rda eng 624.1/834101 Iskhakov, Iakov verfasserin aut Ultimate Equilibrium of RC Structures Using Mini-Max Principle Hauppauge Nova Science Publishers, Incorporated 2014 ©2014 1 online resource (137 pages) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Description based on publisher supplied metadata and other sources Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts. Reinforced concrete construction -- Mathemtics Structural engineering Maxima and minima Reinforced concrete construction ; Mathemtics.. Structural engineering.. Maxima and minima Electronic books Ribakov, Yuri mitwirkender ctb 9781633213340 Erscheint auch als Druck-Ausgabe 9781633213340 https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=3024725 X:EBC Aggregator lizenzpflichtig ZDB-30-PQE GBV_ILN_370 ISIL_DE-1373 SYSFLAG_1 GBV_KXP GBV_ILN_2021 ISIL_DE-289 GBV_ILN_2148 ISIL_DE-950 BO 045F 624.1/834101 370 01 4370 3976617911 olr-dda ebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 09-09-21 2021 01 DE-289 3845715782 00 --%%-- --%%-- --%%-- n l01 30-01-21 2148 01 DE-950 4078422454 00 --%%-- eBook ProQuest --%%-- n PDA-Angebot - nur für Hochschulangehörige der HfWU l01 03-03-22 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von auβerhalb nur für HCU-Angehörige möglich https://ebookcentral.proquest.com/lib/hcuhamburg-ebooks/detail.action?docID=3024725 2021 01 DE-289 https://ebookcentral.proquest.com/lib/kiz-uniulm/detail.action?docID=3024725 2148 01 DE-950 https://ebookcentral.proquest.com/lib/hfwu/detail.action?docID=3024725 370 01 4370 olr-dda ebc |
| spelling |
9781633213401 978-1-63321-340-1 (DE-627)1746159553 (DE-599)KEP032374984 (EBC)EBC3024725 (EBP)032374984 (EBR)ebr10927517 (EBL)EBL3024725 DE-627 ger DE-627 rda eng 624.1/834101 Iskhakov, Iakov verfasserin aut Ultimate Equilibrium of RC Structures Using Mini-Max Principle Hauppauge Nova Science Publishers, Incorporated 2014 ©2014 1 online resource (137 pages) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Description based on publisher supplied metadata and other sources Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts. Reinforced concrete construction -- Mathemtics Structural engineering Maxima and minima Reinforced concrete construction ; Mathemtics.. Structural engineering.. Maxima and minima Electronic books Ribakov, Yuri mitwirkender ctb 9781633213340 Erscheint auch als Druck-Ausgabe 9781633213340 https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=3024725 X:EBC Aggregator lizenzpflichtig ZDB-30-PQE GBV_ILN_370 ISIL_DE-1373 SYSFLAG_1 GBV_KXP GBV_ILN_2021 ISIL_DE-289 GBV_ILN_2148 ISIL_DE-950 BO 045F 624.1/834101 370 01 4370 3976617911 olr-dda ebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 09-09-21 2021 01 DE-289 3845715782 00 --%%-- --%%-- --%%-- n l01 30-01-21 2148 01 DE-950 4078422454 00 --%%-- eBook ProQuest --%%-- n PDA-Angebot - nur für Hochschulangehörige der HfWU l01 03-03-22 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von auβerhalb nur für HCU-Angehörige möglich https://ebookcentral.proquest.com/lib/hcuhamburg-ebooks/detail.action?docID=3024725 2021 01 DE-289 https://ebookcentral.proquest.com/lib/kiz-uniulm/detail.action?docID=3024725 2148 01 DE-950 https://ebookcentral.proquest.com/lib/hfwu/detail.action?docID=3024725 370 01 4370 olr-dda ebc |
| allfields_unstemmed |
9781633213401 978-1-63321-340-1 (DE-627)1746159553 (DE-599)KEP032374984 (EBC)EBC3024725 (EBP)032374984 (EBR)ebr10927517 (EBL)EBL3024725 DE-627 ger DE-627 rda eng 624.1/834101 Iskhakov, Iakov verfasserin aut Ultimate Equilibrium of RC Structures Using Mini-Max Principle Hauppauge Nova Science Publishers, Incorporated 2014 ©2014 1 online resource (137 pages) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Description based on publisher supplied metadata and other sources Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts. Reinforced concrete construction -- Mathemtics Structural engineering Maxima and minima Reinforced concrete construction ; Mathemtics.. Structural engineering.. Maxima and minima Electronic books Ribakov, Yuri mitwirkender ctb 9781633213340 Erscheint auch als Druck-Ausgabe 9781633213340 https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=3024725 X:EBC Aggregator lizenzpflichtig ZDB-30-PQE GBV_ILN_370 ISIL_DE-1373 SYSFLAG_1 GBV_KXP GBV_ILN_2021 ISIL_DE-289 GBV_ILN_2148 ISIL_DE-950 BO 045F 624.1/834101 370 01 4370 3976617911 olr-dda ebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 09-09-21 2021 01 DE-289 3845715782 00 --%%-- --%%-- --%%-- n l01 30-01-21 2148 01 DE-950 4078422454 00 --%%-- eBook ProQuest --%%-- n PDA-Angebot - nur für Hochschulangehörige der HfWU l01 03-03-22 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von auβerhalb nur für HCU-Angehörige möglich https://ebookcentral.proquest.com/lib/hcuhamburg-ebooks/detail.action?docID=3024725 2021 01 DE-289 https://ebookcentral.proquest.com/lib/kiz-uniulm/detail.action?docID=3024725 2148 01 DE-950 https://ebookcentral.proquest.com/lib/hfwu/detail.action?docID=3024725 370 01 4370 olr-dda ebc |
| allfieldsGer |
9781633213401 978-1-63321-340-1 (DE-627)1746159553 (DE-599)KEP032374984 (EBC)EBC3024725 (EBP)032374984 (EBR)ebr10927517 (EBL)EBL3024725 DE-627 ger DE-627 rda eng 624.1/834101 Iskhakov, Iakov verfasserin aut Ultimate Equilibrium of RC Structures Using Mini-Max Principle Hauppauge Nova Science Publishers, Incorporated 2014 ©2014 1 online resource (137 pages) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Description based on publisher supplied metadata and other sources Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts. Reinforced concrete construction -- Mathemtics Structural engineering Maxima and minima Reinforced concrete construction ; Mathemtics.. Structural engineering.. Maxima and minima Electronic books Ribakov, Yuri mitwirkender ctb 9781633213340 Erscheint auch als Druck-Ausgabe 9781633213340 https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=3024725 X:EBC Aggregator lizenzpflichtig ZDB-30-PQE GBV_ILN_370 ISIL_DE-1373 SYSFLAG_1 GBV_KXP GBV_ILN_2021 ISIL_DE-289 GBV_ILN_2148 ISIL_DE-950 BO 045F 624.1/834101 370 01 4370 3976617911 olr-dda ebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 09-09-21 2021 01 DE-289 3845715782 00 --%%-- --%%-- --%%-- n l01 30-01-21 2148 01 DE-950 4078422454 00 --%%-- eBook ProQuest --%%-- n PDA-Angebot - nur für Hochschulangehörige der HfWU l01 03-03-22 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von auβerhalb nur für HCU-Angehörige möglich https://ebookcentral.proquest.com/lib/hcuhamburg-ebooks/detail.action?docID=3024725 2021 01 DE-289 https://ebookcentral.proquest.com/lib/kiz-uniulm/detail.action?docID=3024725 2148 01 DE-950 https://ebookcentral.proquest.com/lib/hfwu/detail.action?docID=3024725 370 01 4370 olr-dda ebc |
| allfieldsSound |
9781633213401 978-1-63321-340-1 (DE-627)1746159553 (DE-599)KEP032374984 (EBC)EBC3024725 (EBP)032374984 (EBR)ebr10927517 (EBL)EBL3024725 DE-627 ger DE-627 rda eng 624.1/834101 Iskhakov, Iakov verfasserin aut Ultimate Equilibrium of RC Structures Using Mini-Max Principle Hauppauge Nova Science Publishers, Incorporated 2014 ©2014 1 online resource (137 pages) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Description based on publisher supplied metadata and other sources Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts. Reinforced concrete construction -- Mathemtics Structural engineering Maxima and minima Reinforced concrete construction ; Mathemtics.. Structural engineering.. Maxima and minima Electronic books Ribakov, Yuri mitwirkender ctb 9781633213340 Erscheint auch als Druck-Ausgabe 9781633213340 https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=3024725 X:EBC Aggregator lizenzpflichtig ZDB-30-PQE GBV_ILN_370 ISIL_DE-1373 SYSFLAG_1 GBV_KXP GBV_ILN_2021 ISIL_DE-289 GBV_ILN_2148 ISIL_DE-950 BO 045F 624.1/834101 370 01 4370 3976617911 olr-dda ebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 09-09-21 2021 01 DE-289 3845715782 00 --%%-- --%%-- --%%-- n l01 30-01-21 2148 01 DE-950 4078422454 00 --%%-- eBook ProQuest --%%-- n PDA-Angebot - nur für Hochschulangehörige der HfWU l01 03-03-22 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von auβerhalb nur für HCU-Angehörige möglich https://ebookcentral.proquest.com/lib/hcuhamburg-ebooks/detail.action?docID=3024725 2021 01 DE-289 https://ebookcentral.proquest.com/lib/kiz-uniulm/detail.action?docID=3024725 2148 01 DE-950 https://ebookcentral.proquest.com/lib/hfwu/detail.action?docID=3024725 370 01 4370 olr-dda ebc |
| language |
English |
| format_phy_str_mv |
Book |
| building |
370 2021:0 2148:0 |
| institution |
findex.gbv.de |
| selectbib_iln_str_mv |
370@ 2021@01 2148@01 |
| topic_facet |
Reinforced concrete construction -- Mathemtics Structural engineering Maxima and minima Reinforced concrete construction ; Mathemtics.. Structural engineering.. Electronic books |
| dewey-raw |
624.1/834101 |
| isfreeaccess_bool |
false |
| authorswithroles_txt_mv |
Iskhakov, Iakov @@aut@@ Ribakov, Yuri @@ctb@@ |
| publishDateDaySort_date |
2014-01-01T00:00:00Z |
| dewey-sort |
3624.1 6834101 |
| id |
1746159553 |
| signature_iln |
2148:eBook ProQuest DE-950:eBook ProQuest |
| signature_iln_str_mv |
2148:eBook ProQuest DE-950:eBook ProQuest |
| signature_iln_scis_mv |
2148:eBook ProQuest DE-950:eBook ProQuest |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000cam a22002652 4500</leader><controlfield tag="001">1746159553</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20220831110848.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">210130s2014 xx |||||o 00| ||eng c</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9781633213401</subfield><subfield code="9">978-1-63321-340-1</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)1746159553</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)KEP032374984</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EBC)EBC3024725</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EBP)032374984</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EBR)ebr10927517</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EBL)EBL3024725</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.1/834101</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Iskhakov, Iakov</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Ultimate Equilibrium of RC Structures Using Mini-Max Principle</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Hauppauge</subfield><subfield code="b">Nova Science Publishers, Incorporated</subfield><subfield code="c">2014</subfield></datafield><datafield tag="264" ind1=" " ind2="4"><subfield code="c">©2014</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 online resource (137 pages)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Description based on publisher supplied metadata and other sources</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts.</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Reinforced concrete construction -- Mathemtics</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Structural engineering</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Maxima and minima</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Reinforced concrete construction ; Mathemtics..</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Structural engineering..</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Maxima and minima</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Electronic books</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Ribakov, Yuri</subfield><subfield code="e">mitwirkender</subfield><subfield code="4">ctb</subfield></datafield><datafield tag="776" ind1="1" ind2=" "><subfield code="z">9781633213340</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Erscheint auch als</subfield><subfield code="n">Druck-Ausgabe</subfield><subfield code="z">9781633213340</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=3024725</subfield><subfield code="m">X:EBC</subfield><subfield code="x">Aggregator</subfield><subfield code="z">lizenzpflichtig</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-30-PQE</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-1373</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_1</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_KXP</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-289</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-950</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">BO</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">624.1/834101</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="b">3976617911</subfield><subfield code="h">olr-dda ebc</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="u">i</subfield><subfield code="y">z</subfield><subfield code="z">09-09-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2021</subfield><subfield code="1">01</subfield><subfield code="x">DE-289</subfield><subfield code="b">3845715782</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="y">l01</subfield><subfield code="z">30-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2148</subfield><subfield code="1">01</subfield><subfield code="x">DE-950</subfield><subfield code="b">4078422454</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">eBook ProQuest</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">PDA-Angebot - nur für Hochschulangehörige der HfWU</subfield><subfield code="y">l01</subfield><subfield code="z">03-03-22</subfield></datafield><datafield tag="981" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="y">E-Book: Zugriff im HCU-Netz. Zugriff von auβerhalb nur für HCU-Angehörige möglich</subfield><subfield code="r">https://ebookcentral.proquest.com/lib/hcuhamburg-ebooks/detail.action?docID=3024725</subfield></datafield><datafield tag="981" ind1=" " ind2=" "><subfield code="2">2021</subfield><subfield code="1">01</subfield><subfield code="x">DE-289</subfield><subfield code="r">https://ebookcentral.proquest.com/lib/kiz-uniulm/detail.action?docID=3024725</subfield></datafield><datafield tag="981" ind1=" " ind2=" "><subfield code="2">2148</subfield><subfield code="1">01</subfield><subfield code="x">DE-950</subfield><subfield code="r">https://ebookcentral.proquest.com/lib/hfwu/detail.action?docID=3024725</subfield></datafield><datafield tag="995" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="a">olr-dda ebc</subfield></datafield></record></collection>
|
| standort_str_mv |
--%%-- |
| standort_iln_str_mv |
2021:--%%-- DE-289:--%%-- 2148:--%%-- DE-950:--%%-- |
| author |
Iskhakov, Iakov |
| spellingShingle |
Iskhakov, Iakov ddc 624.1/834101 misc Reinforced concrete construction -- Mathemtics misc Structural engineering misc Maxima and minima misc Reinforced concrete construction ; Mathemtics.. misc Structural engineering.. misc Electronic books Ultimate Equilibrium of RC Structures Using Mini-Max Principle |
| authorStr |
Iskhakov, Iakov |
| format |
eBook |
| dewey-ones |
624 - Civil engineering |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
KXP GVK SWB |
| publishPlace |
Hauppauge |
| remote_str |
true |
| abrufzeichen_iln_str_mv |
370@olr-dda ebc |
| abrufzeichen_iln_scis_mv |
370@olr-dda ebc |
| last_changed_iln_str_mv |
370@09-09-21 2021@30-01-21 2148@03-03-22 |
| illustrated |
Not Illustrated |
| topic_title |
624.1/834101 Ultimate Equilibrium of RC Structures Using Mini-Max Principle Reinforced concrete construction -- Mathemtics Structural engineering Maxima and minima Reinforced concrete construction ; Mathemtics Electronic books |
| publisher |
Nova Science Publishers, Incorporated |
| publisherStr |
Nova Science Publishers, Incorporated |
| topic |
ddc 624.1/834101 misc Reinforced concrete construction -- Mathemtics misc Structural engineering misc Maxima and minima misc Reinforced concrete construction ; Mathemtics.. misc Structural engineering.. misc Electronic books |
| topic_unstemmed |
ddc 624.1/834101 misc Reinforced concrete construction -- Mathemtics misc Structural engineering misc Maxima and minima misc Reinforced concrete construction ; Mathemtics.. misc Structural engineering.. misc Electronic books |
| topic_browse |
ddc 624.1/834101 misc Reinforced concrete construction -- Mathemtics misc Structural engineering misc Maxima and minima misc Reinforced concrete construction ; Mathemtics.. misc Structural engineering.. misc Electronic books |
| format_facet |
Elektronische Bücher Bücher Elektronische Ressource |
| standort_txtP_mv |
--%%-- |
| format_main_str_mv |
Text Buch |
| carriertype_str_mv |
cr |
| author2_variant |
y r yr |
| signature |
--%%-- eBook ProQuest |
| signature_str_mv |
--%%-- eBook ProQuest |
| dewey-tens |
620 - Engineering |
| isbn |
9781633213401 1633213404 9781633213340 163321334X |
| isfreeaccess_txt |
false |
| title |
Ultimate Equilibrium of RC Structures Using Mini-Max Principle |
| ctrlnum |
(DE-627)1746159553 (DE-599)KEP032374984 (EBC)EBC3024725 (EBP)032374984 (EBR)ebr10927517 (EBL)EBL3024725 |
| exemplarkommentar_str_mv |
370@Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. 2148@PDA-Angebot - nur für Hochschulangehörige der HfWU |
| title_full |
Ultimate Equilibrium of RC Structures Using Mini-Max Principle |
| author_sort |
Iskhakov, Iakov |
| callnumber-first-code |
- |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology |
| recordtype |
marc |
| publishDateSort |
2014 |
| contenttype_str_mv |
txt |
| author_browse |
Iskhakov, Iakov |
| selectkey |
370:z 2021:l 2148:l |
| physical |
1 online resource (137 pages) |
| class |
624.1/834101 |
| format_se |
Elektronische Bücher |
| author-letter |
Iskhakov, Iakov |
| dewey-full |
624.1/834101 |
| author2-role |
mitwirkender |
| title_sort |
ultimate equilibrium of rc structures using mini-max principle |
| title_auth |
Ultimate Equilibrium of RC Structures Using Mini-Max Principle |
| abstract |
Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts. Description based on publisher supplied metadata and other sources |
| abstractGer |
Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts. Description based on publisher supplied metadata and other sources |
| abstract_unstemmed |
Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts. Description based on publisher supplied metadata and other sources |
| collection_details |
ZDB-30-PQE GBV_ILN_370 ISIL_DE-1373 SYSFLAG_1 GBV_KXP GBV_ILN_2021 ISIL_DE-289 GBV_ILN_2148 ISIL_DE-950 |
| title_short |
Ultimate Equilibrium of RC Structures Using Mini-Max Principle |
| url |
https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=3024725 |
| ausleihindikator_str_mv |
370 2021:- 2148:- |
| remote_bool |
true |
| author2 |
Ribakov, Yuri |
| author2Str |
Ribakov, Yuri |
| mediatype_str_mv |
c |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| author2_role |
ctb |
| callnumber-a |
--%%-- |
| up_date |
2024-07-05T01:12:48.125Z |
| _version_ |
1803699584368640000 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000cam a22002652 4500</leader><controlfield tag="001">1746159553</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20220831110848.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">210130s2014 xx |||||o 00| ||eng c</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9781633213401</subfield><subfield code="9">978-1-63321-340-1</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)1746159553</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)KEP032374984</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EBC)EBC3024725</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EBP)032374984</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EBR)ebr10927517</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EBL)EBL3024725</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.1/834101</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Iskhakov, Iakov</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Ultimate Equilibrium of RC Structures Using Mini-Max Principle</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Hauppauge</subfield><subfield code="b">Nova Science Publishers, Incorporated</subfield><subfield code="c">2014</subfield></datafield><datafield tag="264" ind1=" " ind2="4"><subfield code="c">©2014</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 online resource (137 pages)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Description based on publisher supplied metadata and other sources</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Intro -- Title -- Library of Congress Cataloging-in-Publication Data -- Contents -- Preface -- Chapter 1: Introduction -- Chapter 2: Prerequisites of the Mini-Max Principle -- 2.1. History of the Principle -- 2.2. Combined Method -- 2.3. Bearing Capacity of Continuous Beam at Complicated Loading Configuration -- 2.4. Horn's Theorem and Its Review -- 2.5. Solving Certain Problems Using Ultimate Equilibrium Method -- 2.5.1. Calculating the Load-bearing Capacity of a Two-Slope Simple Supported Beam -- 2.5.2. Obtaining Projections of Inclined Cracks in the Calculation of RC Beams' Shear Bearing Capacity -- 2.5.3. Minimization of Longitudinal Reinforcement in Reinforced Concrete Bending Elements -- 2.5.4. Solving Limit Equilibrium Problems by Maximizing the RC Section Compression Zone Depth -- 2.5.5. Eccentrically Compressed RC Sections with Optimal Reinforcement -- 2.5.6. Common Case of Load-bearing Capacity for an Eccentrically Compressed RC Structure -- 2.6. Convexity of a Region, Defined by Plasticity Equations for Compressed Elements -- 2.7. Duality Theorems for Simple Plastic Failure -- 2.8. Consequence of the Ultimate Equilibrium theorems -- 2.9. Unity of Internal Forces' Fields at Realization of the Kinematic Failure Mechanism -- 2.10. Concluding Remarks -- Chapter 3: Mini-Max Principle as a Tool for Calculation of RC Structural Bearing Capacity -- 3.1. Two Groups of Parameters for Calculating the Structural Bearing Capacity -- 3.2. Mini-Max Principle and an Alternative Maxi-Min Principle -- 3.3. Presenting the Two-Parametric Structural Bearing Capacity Function As a Functional -- 3.4. Some Definitions from the Theory of Sets -- 3.5. The Basic Concepts in the Theory of Antagonistic Games with a Zero Sum -- 3.6. Two-Parametric Function of Structural Bearing Capacity in Games' Theory Terms -- 3.6.1. Basic Concepts.</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Reinforced concrete construction -- Mathemtics</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Structural engineering</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Maxima and minima</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Reinforced concrete construction ; Mathemtics..</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Structural engineering..</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Maxima and minima</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Electronic books</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Ribakov, Yuri</subfield><subfield code="e">mitwirkender</subfield><subfield code="4">ctb</subfield></datafield><datafield tag="776" ind1="1" ind2=" "><subfield code="z">9781633213340</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Erscheint auch als</subfield><subfield code="n">Druck-Ausgabe</subfield><subfield code="z">9781633213340</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=3024725</subfield><subfield code="m">X:EBC</subfield><subfield code="x">Aggregator</subfield><subfield code="z">lizenzpflichtig</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-30-PQE</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-1373</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_1</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_KXP</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-289</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-950</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">BO</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">624.1/834101</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="b">3976617911</subfield><subfield code="h">olr-dda ebc</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="u">i</subfield><subfield code="y">z</subfield><subfield code="z">09-09-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2021</subfield><subfield code="1">01</subfield><subfield code="x">DE-289</subfield><subfield code="b">3845715782</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="y">l01</subfield><subfield code="z">30-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2148</subfield><subfield code="1">01</subfield><subfield code="x">DE-950</subfield><subfield code="b">4078422454</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">eBook ProQuest</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">PDA-Angebot - nur für Hochschulangehörige der HfWU</subfield><subfield code="y">l01</subfield><subfield code="z">03-03-22</subfield></datafield><datafield tag="981" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="y">E-Book: Zugriff im HCU-Netz. Zugriff von auβerhalb nur für HCU-Angehörige möglich</subfield><subfield code="r">https://ebookcentral.proquest.com/lib/hcuhamburg-ebooks/detail.action?docID=3024725</subfield></datafield><datafield tag="981" ind1=" " ind2=" "><subfield code="2">2021</subfield><subfield code="1">01</subfield><subfield code="x">DE-289</subfield><subfield code="r">https://ebookcentral.proquest.com/lib/kiz-uniulm/detail.action?docID=3024725</subfield></datafield><datafield tag="981" ind1=" " ind2=" "><subfield code="2">2148</subfield><subfield code="1">01</subfield><subfield code="x">DE-950</subfield><subfield code="r">https://ebookcentral.proquest.com/lib/hfwu/detail.action?docID=3024725</subfield></datafield><datafield tag="995" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="a">olr-dda ebc</subfield></datafield></record></collection>
|
| score |
7.400998 |