Behaviour of Steel Structures in Seismic Areas : 9th STESSA 2018
9th STESSA 2018 Selected, peer reviewed papers from the 9th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2018), February 14-17, 2018, Christchurch, New Zealand.
Gespeichert in:
| Autor*in: |
Mazzolani, Federico M. [verfasserIn] MacRae, Gregory A. [mitwirkender] Clifton, George Charles [mitwirkender] |
|---|
| Format: |
E-Book |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
Zurich: Trans Tech Publications, Limited ; 2018 ©2018 |
|---|
| Schlagwörter: |
Building, Iron and steel-Congresses.. Steel, Structural-Congresses.. |
|---|
| Anmerkung: |
Description based on publisher supplied metadata and other sources |
|---|---|
| Umfang: |
1 online resource (1189 pages) |
| Reihe: |
Key Engineering Materials Ser. ; v.Volume 763 |
|---|
| Links: | |
|---|---|
| ISBN: |
978-3-0357-3301-3 |
| Katalog-ID: |
1746053240 |
|---|
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| 520 | |a 9th STESSA 2018 Selected, peer reviewed papers from the 9th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2018), February 14-17, 2018, Christchurch, New Zealand. | ||
| 520 | |a Intro -- Behaviour of Steel Structures in Seismic Areas -- Preface -- Table of Contents -- Keynote Lectures -- New Zealand Research Applications of, and Developments in, Low Damage Technology for Steel Structures -- Reconstructing Christchurch: Quantitative Findings on Shift in Building Structural Systems -- Development of Structural Metal Energy-Dissipation Techniques for Seismic Disaster Mitigation of Buildings in China -- Lightweight Steel Constructions for Seismic Areas -- Buckling-Restrained Brace: History, Design and Applications -- Lessons from the Field -- Steel Structure Performance in Earthquakes in New Zealand from 2010 to 2016 -- Chapter 1: Performance Based Design -- An Empirical Methodology for Seismic Damage Control of CFT-MRFs -- Multi-Mode Pushover Procedure to Estimate Higher Modes Effects on Seismic Inelastic Response of Steel Moment-Resisting Frames -- Earthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced Frames -- Evaluating the Behaviour Factor of Concentric X-Braced Steel Structures -- Comments about the Seismic Behavior of "Inverted Y"- Braced Frames -- Seismic and Robustness Design of Steel Frame Buildings -- From Design to Earthquake Loss Assessment of Steel Moment-Resisting Frames -- Seismic Behavior Investigation of Prefabricated Steel Industrial Buildings -- Chapter 2: Behaviour of Connections -- Seismic Design of Gusset Plate Connections in Concentrically Braced Frames -- Effect of Column Base Flexibility on Earthquake-Induced Residual Deformations of Steel Columns -- Effect of Beam-Column Connection Fixity on Collapse Performance of a Six-Storey Special Concentrically Braced Frame -- Identifying Critical Connections for the Global Performance of Steel Moment Resisting Frames -- Beam Web-Side-Plate Connection Axial Performance. | ||
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ddc 624.1762 misc Building, Iron and steel-Congresses.. misc Steel, Structural-Congresses.. misc Earthquake engineering-Congresses misc Electronic books |
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ddc 624.1762 misc Building, Iron and steel-Congresses.. misc Steel, Structural-Congresses.. misc Earthquake engineering-Congresses misc Electronic books |
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ddc 624.1762 misc Building, Iron and steel-Congresses.. misc Steel, Structural-Congresses.. misc Earthquake engineering-Congresses misc Electronic books |
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Behaviour of Steel Structures in Seismic Areas 9th STESSA 2018 |
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Behaviour of Steel Structures in Seismic Areas 9th STESSA 2018 |
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Mazzolani, Federico M. |
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Mazzolani, Federico M. |
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9th STESSA 2018 |
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behaviour of steel structures in seismic areas9th stessa 2018 |
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Behaviour of Steel Structures in Seismic Areas 9th STESSA 2018 |
| abstract |
9th STESSA 2018 Selected, peer reviewed papers from the 9th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2018), February 14-17, 2018, Christchurch, New Zealand. Intro -- Behaviour of Steel Structures in Seismic Areas -- Preface -- Table of Contents -- Keynote Lectures -- New Zealand Research Applications of, and Developments in, Low Damage Technology for Steel Structures -- Reconstructing Christchurch: Quantitative Findings on Shift in Building Structural Systems -- Development of Structural Metal Energy-Dissipation Techniques for Seismic Disaster Mitigation of Buildings in China -- Lightweight Steel Constructions for Seismic Areas -- Buckling-Restrained Brace: History, Design and Applications -- Lessons from the Field -- Steel Structure Performance in Earthquakes in New Zealand from 2010 to 2016 -- Chapter 1: Performance Based Design -- An Empirical Methodology for Seismic Damage Control of CFT-MRFs -- Multi-Mode Pushover Procedure to Estimate Higher Modes Effects on Seismic Inelastic Response of Steel Moment-Resisting Frames -- Earthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced Frames -- Evaluating the Behaviour Factor of Concentric X-Braced Steel Structures -- Comments about the Seismic Behavior of "Inverted Y"- Braced Frames -- Seismic and Robustness Design of Steel Frame Buildings -- From Design to Earthquake Loss Assessment of Steel Moment-Resisting Frames -- Seismic Behavior Investigation of Prefabricated Steel Industrial Buildings -- Chapter 2: Behaviour of Connections -- Seismic Design of Gusset Plate Connections in Concentrically Braced Frames -- Effect of Column Base Flexibility on Earthquake-Induced Residual Deformations of Steel Columns -- Effect of Beam-Column Connection Fixity on Collapse Performance of a Six-Storey Special Concentrically Braced Frame -- Identifying Critical Connections for the Global Performance of Steel Moment Resisting Frames -- Beam Web-Side-Plate Connection Axial Performance. Description based on publisher supplied metadata and other sources |
| abstractGer |
9th STESSA 2018 Selected, peer reviewed papers from the 9th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2018), February 14-17, 2018, Christchurch, New Zealand. Intro -- Behaviour of Steel Structures in Seismic Areas -- Preface -- Table of Contents -- Keynote Lectures -- New Zealand Research Applications of, and Developments in, Low Damage Technology for Steel Structures -- Reconstructing Christchurch: Quantitative Findings on Shift in Building Structural Systems -- Development of Structural Metal Energy-Dissipation Techniques for Seismic Disaster Mitigation of Buildings in China -- Lightweight Steel Constructions for Seismic Areas -- Buckling-Restrained Brace: History, Design and Applications -- Lessons from the Field -- Steel Structure Performance in Earthquakes in New Zealand from 2010 to 2016 -- Chapter 1: Performance Based Design -- An Empirical Methodology for Seismic Damage Control of CFT-MRFs -- Multi-Mode Pushover Procedure to Estimate Higher Modes Effects on Seismic Inelastic Response of Steel Moment-Resisting Frames -- Earthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced Frames -- Evaluating the Behaviour Factor of Concentric X-Braced Steel Structures -- Comments about the Seismic Behavior of "Inverted Y"- Braced Frames -- Seismic and Robustness Design of Steel Frame Buildings -- From Design to Earthquake Loss Assessment of Steel Moment-Resisting Frames -- Seismic Behavior Investigation of Prefabricated Steel Industrial Buildings -- Chapter 2: Behaviour of Connections -- Seismic Design of Gusset Plate Connections in Concentrically Braced Frames -- Effect of Column Base Flexibility on Earthquake-Induced Residual Deformations of Steel Columns -- Effect of Beam-Column Connection Fixity on Collapse Performance of a Six-Storey Special Concentrically Braced Frame -- Identifying Critical Connections for the Global Performance of Steel Moment Resisting Frames -- Beam Web-Side-Plate Connection Axial Performance. Description based on publisher supplied metadata and other sources |
| abstract_unstemmed |
9th STESSA 2018 Selected, peer reviewed papers from the 9th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2018), February 14-17, 2018, Christchurch, New Zealand. Intro -- Behaviour of Steel Structures in Seismic Areas -- Preface -- Table of Contents -- Keynote Lectures -- New Zealand Research Applications of, and Developments in, Low Damage Technology for Steel Structures -- Reconstructing Christchurch: Quantitative Findings on Shift in Building Structural Systems -- Development of Structural Metal Energy-Dissipation Techniques for Seismic Disaster Mitigation of Buildings in China -- Lightweight Steel Constructions for Seismic Areas -- Buckling-Restrained Brace: History, Design and Applications -- Lessons from the Field -- Steel Structure Performance in Earthquakes in New Zealand from 2010 to 2016 -- Chapter 1: Performance Based Design -- An Empirical Methodology for Seismic Damage Control of CFT-MRFs -- Multi-Mode Pushover Procedure to Estimate Higher Modes Effects on Seismic Inelastic Response of Steel Moment-Resisting Frames -- Earthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced Frames -- Evaluating the Behaviour Factor of Concentric X-Braced Steel Structures -- Comments about the Seismic Behavior of "Inverted Y"- Braced Frames -- Seismic and Robustness Design of Steel Frame Buildings -- From Design to Earthquake Loss Assessment of Steel Moment-Resisting Frames -- Seismic Behavior Investigation of Prefabricated Steel Industrial Buildings -- Chapter 2: Behaviour of Connections -- Seismic Design of Gusset Plate Connections in Concentrically Braced Frames -- Effect of Column Base Flexibility on Earthquake-Induced Residual Deformations of Steel Columns -- Effect of Beam-Column Connection Fixity on Collapse Performance of a Six-Storey Special Concentrically Braced Frame -- Identifying Critical Connections for the Global Performance of Steel Moment Resisting Frames -- Beam Web-Side-Plate Connection Axial Performance. Description based on publisher supplied metadata and other sources |
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Behaviour of Steel Structures in Seismic Areas |
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New Zealand Research Applications of, and Developments in, Low Damage Technology for Steel Structures … Reconstructing Christchurch: Quantitative Findings on Shift in Building Structural Systems … Development of Structural Metal Energy-Dissipation Techniques for Seismic Disaster Mitigation of Buildings in China … Lightweight Steel Constructions for Seismic Areas … Buckling-Restrained Brace: History, Design and Applications … Lessons from the Field; Steel Structure Performance in Earthquakes in New Zealand from 2010 to 2016 … An Empirical Methodology for Seismic Damage Control of CFT-MRFs … Multi-Mode Pushover Procedure to Estimate Higher Modes Effects on Seismic Inelastic Response of Steel Moment-Resisting Frames … Earthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced Frames … Evaluating the Behaviour Factor of Concentric X-Braced Steel Structures … Comments about the Seismic Behavior of "Inverted Y"- Braced Frames … Seismic and Robustness Design of Steel Frame Buildings … From Design to Earthquake Loss Assessment of Steel Moment-Resisting Frames … Seismic Behavior Investigation of Prefabricated Steel Industrial Buildings … Seismic Design of Gusset Plate Connections in Concentrically Braced Frames … Effect of Column Base Flexibility on Earthquake-Induced Residual Deformations of Steel Columns … Effect of Beam-Column Connection Fixity on Collapse Performance of a Six-Storey Special Concentrically Braced Frame … Identifying Critical Connections for the Global Performance of Steel Moment Resisting Frames … Beam Web-Side-Plate Connection Axial Performance … Accounting for the Flexibility of Beam-Column Joints within New Zealand Steel Moment-Resisting Frame Structures … Low Damage Moment Resisting Connection Using Blind Bolts … Seismic Requirements for the Welding and Inspection of the K-Area in Hot Rolled Products to AS/NZS 3679. … Beam Shear Connections … Braced Frame Symmetrical and Asymmetrical Friction Connection Performance … Failures and Prediction Methods of Lateral Buckling Strength of H-Shaped Beams Connected by Flush End Plates … Required Column Overdesign Factor of 3D Steel Moment Frames with Square Tube Columns … Battened Steel Columns with Semi-Continuous Base Plate Connections: Experimental Results vs. Theoretical Predictions … Estimation Method on Hysteresis Characteristics of Subassemblage with Ductile Knee-Brace Member … Column Moment Demands from Orthogonal Beam Twisting … Buckling Behavior of Circular Steel Tubes under Fire … Effects of Changing Double Angles Configuration Used as Braces in Seismic Resisting Systems … Seismic Behavior and Design of Innovative Modular Steel Floor System … Seismic Ratchetting of Single-Degree-of-Freedom Steel Bridge Columns … Portal Frames with a Novel Cold-Formed Tapered Box-Section … Compatibility Forces in Floor Diaphragms of Steel Braced Multi-Story Buildings … Capacity Design Criteria of 3D Steel Lattice Beams for Applications into Cultural Heritage Constructions and Archaeological Sites … Shake Table Testing of a Low Damage Steel Building with … Displacement Dependent (D3) Viscous Damper … Full-Scale Cyclic Testing of Self-Centering Modular Panels for Seismic Resilient Structures … Shake Table Testing of Steel Braced Frame Considering Member Fracture … Seismic Testing of the Connecting Joint in a Buckling-Restrained K-Braced RC Frame … Cyclic Behavior of Panel Zone in Steel Moment Frame under Bidirectional Loading … Experimental Study on a Steel-Tube Damper … Steel Columns under Multi-Axis Seismic Loading: Experimental Findings and Design Recommendations … Experimental Testing and Design of High Performance Shear Links for Eccentrically Braced Frames … Experimental Verification of Design Models in a Static and Dynamic Loading Test … Shake Table Testing of a Low Damage Steel Building with Asymmetric Friction Connections (AFC) … Experimental Tests on Extended Stiffened End-Plate Joints within Equal Joints Project … Experimental Test of Welded Wide Flange Fuses … Shake Table Testing of Lightweight Steel Drywall Nonstructural Components … Shake Table Tests of Structures with CFS Strap-Braced Stud Walls … Seismic Tests of Welded Moment Resisting Connections Made of Laser-Welded Stainless Steel Sections … Experimental Tests for Pre-Qualification of a Set of Buckling-Restrained Braces … Behaviour of Square Tubular Columns in Connection to I Beams with Welded Reverse Channel under Experimental Tests … Shake Table Test of a Half-Scale … -Storey Steel Building Seismically Retrofitted Using Rocking Braced Frame System … Contribution of Beam-Column Connections with Bolted Angles in the Reserve Capacity and Full-Scale Cyclic Testing … Comparison of Hysteretic Models for Steel Beams Calibrated by Means of Multi-Objective Optimisation … Finite Element Analysis on K-Type External Braced Steel Frame System … High-Performance Computer-Aided Optimization of Viscous Dampers for Improving the Seismic Performance of a Tall Steel Building … On-Line Testing of Steel Brace Connections Using Non-Linear Substructuring and Force-Displacement Combined Control … Finite Element Analysis of Eccentrically Braced Frames with Removable Link … A Finite Element Study of Non-Orthogonal Bolted Flange Plate Connections for Seismic Applications … Numerical Model of Cold Press-Formed Square Steel Tube Columns Considered with Degradation Behavior due to Local Buckling and/or Fracture … Cyclic Performance of a Lightweight Rapidly Constructible and Reconfigurable Modular Steel Floor Diaphragm … Floor Diaphragm In-Plane Modelling Using Elastic Truss Elements … Seismic Simulation of U.S. and Japanese Type Steel Moment-Resisting Frame Structures Using Practical FEM Macro Models … Computational Challenges in Real-Time Hybrid Simulation of Tall Buildings under Multiple Natural Hazards … Finite Element Analysis of Composite Replaceable Short Links … Seismic Behaviour of Sheathed CFS Buildings: Shake-Table Testing and Numerical Modelling … Preliminary Finite Element Analyses on Seismic Resistant FREE from DAMage Beam to Column Joints under Impact Loading … Numerical Study of Asymmetric Friction Connections (AFC) with Large Grip Length Bolts … Development of a Hybrid Simulation Computational Model for Steel Braced Frames … Equilibrium Analysis of Pin-Jointed Steel Structures under Large Variations of Configuration … Numerical Study on Moment Resisting Frames under Monotonic and Cyclic Loads … Numerical Study on Concentric Braced X Frames under Monotonic and Cyclic Loads … Design and Assessment of Cold-Formed Steel Shear Wall Systems Located in Moderate-to-High Seismicity Regions … Shear Resistance Mechanisms on Steel Sheet Shear Walls with Burring Holes and the Effect of Cross-Rails … A Proof-of-Concept Study on Self-Centering Column Feet Equipped with Innovative Shape Memory Alloy Ring Springs … Collapse Mechanisms of Controlled Rocking Steel Braced Frames: Base Rocking Joint vs. Capacity-Protected Frame Members … Seismic Fragility Analysis of MRFs with PR Bolted Connections Using IDA Approach … Collapse Analysis of Steel Frames Considering Fracture of Braces and End of Beams … Cyclic Performance of Braces with Different Support Connections in Special Concentrically Braced Frames … Seismic Collapse Analysis of Steel Plate Shear Wall Systems … Effect of Special Segment Aspect Ratio on Seismic Performance of Special Truss Moment Frames (STMFs) … Hysteretic Features of Low Yield Point Steel and its Influence on Shear Plate Damper Behavior … Damage Avoidance Self-Centering Steel Moment Resisting Frames (MRFs) Using Innovative Resilient Slip Friction Joints (RSFJs) … Comparative Analysis of Dual Steel Frames with Dissipative Metal Shear Panels … Strip Model Analysis for Steel Plate Shear Walls in Earthquake Resistant Structures … The Sliding Hinge Joint: Final Steps towards an Optimum Low Damage Seismic-Resistant Steel System … Experimental and Numerical Studies on Seismic Behavior of Q460 High Strength Steel Reinforced Concrete Column … Composite Frames with Dissipative Beam Splices: Numerical Analyses and Design Guidelines … Experimental Behavior of Square Tubed-Reinforced-Concrete Column to RC Beam Joints with Internal Diaphragms under Cyclic Loading … Cyclic Response of Steel Cladding Details with Fiber-Reinforced Polymer Shims … Bidirectional Behaviour of Unstiffened and Stiffened Direct-Welded Connections for Square CFST Columns … Experimental Study and Numerical Assessment of the Flexural Behaviour of Square and Rectangular CFST Members under Monotonic and Cyclic Loading … Theoretical Study on Steel Reinforced Concrete Hybrid Walls with Centered and Staggered Openings … Influence of Composite Slab on the Nonlinear Response of Extended End-Plate Beam-to-Column Joints … Analytical Methodology to Predict the Beam Overstrength Considering the Composite Slab Effects … Ductility and Behaviour Factor of RC Frame - Perforated SPSW Dual Systems … Seismic Response of Composite Eccentrically Braced Frames with Short Dissipative Element … The Effect of Consecutive Earthquakes on a Composite Structure Utilising RBRFs … Low-Cycle Fatigue Performance of Buckling Restrained Braces and Assessment of Cumulative Damage under Severe Earthquakes … Seismic Design of Buckling-Restrained Brace in Preventing Local Buckling Failure … Performance Evaluation of Buckling-Restrained Braces Installed in a Mid-Rise Steel Structure … Effects of Out-of-Plane Displacements on Load Capacity of Gusset Plates in Buckling Restrained Braced Frames … Buckling Restrained Brace Deformation Measuring Device … Finite Element Modelling of Buckling Restrained Braces under Combined In-Plane and Out-of-Plane Loading … Flexural Properties of Buckling-Restrained Brace Connections … Seismic Stability of Buckling-Restrained Braced Frames … Buckling-Restrained Braces (BRB) Seismic Design - A Consulting Engineer's Consideration … Verification of Clearance and Gap for Fabricating the Buckling-Restrained Brace Using Steel Mortar Planks … Behavior Factor of Dual Systems with BRBs and Semi-Rigid Connections … Mechanical Behavior of Assembled Steel Dampers with Optimized Shapes … Seismic Performance of Steel MRF Structures with Nonlinear Viscous Dampers from Real-Time Hybrid Simulations … Magnetorheological Fluid with Nano Fe3O4 for Performance Enhancement of MR Damper for Seismic Resistance of Steel Structures … The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: Performance Evaluation … Footfall Induced Vibration Response of a Base-Isolated Steel Building … Base Isolation Design of Steel Structures on Soft Soil p. 1002 Spectral Analysis and Experimental Validation of a Low-Damage Hybrid Dissipater p. 1007 Application of Buckling-Restrained Braces in the Seismic Design of a Thermal Power Plant in China p. 1017 Comparison between a Traditionally Retrofitted Industrial Building and an Alternative Solution Using BRBs p. 1025 The Design of an Iconic … -Storey Steel Composite Office Tower in Indonesia with a High Seismic Performance Level p. 1033 The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study p. 1041 Design Development of a Four-Story Strongback Braced Frame p. 1050 Metal Shear Panels for Seismic Upgrading of RC Buildings: A Case Study p. 1058 Seismic Performance Assessment of Existing Steel Buildings: A Case Study p. 1067 Seismic Design, Analysis and Testing of a Friction Steel Braced Frame System for Multi-Storey Buildings in Vancouver p. 1077 Seismic Response of Long Span Continuous Rigid-Framed Steel Arch Bridge p. 1087 Seismic Retrofit of a Heritage Building in Wellington Using Buckling Restrained Braces p. 1097 Seismic Retrofitting of Eccentrically Braced Frames by Rocking Walls and Viscous Dampers p. 1105 Minimal-Disturbance Arm Damper Retrofitting: Evaluation of Retrofit Effect Using Multi-Span Steel Frame Specimens p. 1113 Innovative Suspended Superstructure for the Retrofitting of a Steel Truss Railway Bridge p. 1121 Seismic Repair by Cover Plate to the Damaged RHS Column with Strength Deterioration due to the Local Buckling p. 1129 Multi-Hazard Risk Mitigation through Application of Seismic Design Rules p. 1139 Remarks on Seismic Design Rules of EC8 for Inverted-V CBFs p. 1147 Comparative Response of Earthquake Resistant CBF Buildings Designed According to Canadian and European Code Provisions p. 1155 Seismic Assessment of Existing Eccentrically Braced Frames According to NBCC and ASCE … Evaluation Procedures p. 1164 A Design Formulation for Dissipative Metal Shear Panels p. 1172 |
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