Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements
Abstract Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear conne...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Bursi, O. S. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2000 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 2000 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Kluwer Academic Publishers, 1985, 33(2000), 3 vom: Apr., Seite 154-163 |
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| Übergeordnetes Werk: |
volume:33 ; year:2000 ; number:3 ; month:04 ; pages:154-163 |
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| DOI / URN: |
10.1007/BF02479409 |
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| 520 | |a Abstract Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon. | ||
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10.1007/BF02479409 doi (DE-627)OLC2086904231 (DE-He213)BF02479409-p DE-627 ger DE-627 rakwb eng 690 VZ Bursi, O. S. verfasserin aut Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements 2000 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2000 Abstract Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon. Composite Beam Steel Beam Ultimate Limit State Shear Connection Composite Frame Gramola, G. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 33(2000), 3 vom: Apr., Seite 154-163 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:33 year:2000 number:3 month:04 pages:154-163 https://doi.org/10.1007/BF02479409 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 33 2000 3 04 154-163 |
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10.1007/BF02479409 doi (DE-627)OLC2086904231 (DE-He213)BF02479409-p DE-627 ger DE-627 rakwb eng 690 VZ Bursi, O. S. verfasserin aut Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements 2000 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2000 Abstract Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon. Composite Beam Steel Beam Ultimate Limit State Shear Connection Composite Frame Gramola, G. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 33(2000), 3 vom: Apr., Seite 154-163 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:33 year:2000 number:3 month:04 pages:154-163 https://doi.org/10.1007/BF02479409 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 33 2000 3 04 154-163 |
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10.1007/BF02479409 doi (DE-627)OLC2086904231 (DE-He213)BF02479409-p DE-627 ger DE-627 rakwb eng 690 VZ Bursi, O. S. verfasserin aut Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements 2000 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2000 Abstract Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon. Composite Beam Steel Beam Ultimate Limit State Shear Connection Composite Frame Gramola, G. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 33(2000), 3 vom: Apr., Seite 154-163 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:33 year:2000 number:3 month:04 pages:154-163 https://doi.org/10.1007/BF02479409 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 33 2000 3 04 154-163 |
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10.1007/BF02479409 doi (DE-627)OLC2086904231 (DE-He213)BF02479409-p DE-627 ger DE-627 rakwb eng 690 VZ Bursi, O. S. verfasserin aut Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements 2000 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2000 Abstract Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon. Composite Beam Steel Beam Ultimate Limit State Shear Connection Composite Frame Gramola, G. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 33(2000), 3 vom: Apr., Seite 154-163 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:33 year:2000 number:3 month:04 pages:154-163 https://doi.org/10.1007/BF02479409 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 33 2000 3 04 154-163 |
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10.1007/BF02479409 doi (DE-627)OLC2086904231 (DE-He213)BF02479409-p DE-627 ger DE-627 rakwb eng 690 VZ Bursi, O. S. verfasserin aut Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements 2000 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2000 Abstract Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon. Composite Beam Steel Beam Ultimate Limit State Shear Connection Composite Frame Gramola, G. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 33(2000), 3 vom: Apr., Seite 154-163 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:33 year:2000 number:3 month:04 pages:154-163 https://doi.org/10.1007/BF02479409 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 33 2000 3 04 154-163 |
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Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements |
| abstract |
Abstract Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon. © RILEM 2000 |
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Abstract Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon. © RILEM 2000 |
| abstract_unstemmed |
Abstract Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon. © RILEM 2000 |
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Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements |
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https://doi.org/10.1007/BF02479409 |
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Gramola, G. |
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