Model concrete beam-column joints subjected to cyclic loading at two rates
Abstract Small-scale models of reinforced concrete beam-column joint were subjected to large cyclic displacements at two rates: 2.5×$ 10^{−3} $ and 1.0 Hz. To assess damage, free-vibration tests were conducted. The reliability of the modelling techniques was established by comparison of the results...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Shah, Surendra P. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
1987 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 1987 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Kluwer Academic Publishers, 1985, 20(1987), 2 vom: März, Seite 85-95 |
|---|---|
| Übergeordnetes Werk: |
volume:20 ; year:1987 ; number:2 ; month:03 ; pages:85-95 |
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| DOI / URN: |
10.1007/BF02472743 |
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OLC2086892179 |
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| 520 | |a Abstract Small-scale models of reinforced concrete beam-column joint were subjected to large cyclic displacements at two rates: 2.5×$ 10^{−3} $ and 1.0 Hz. To assess damage, free-vibration tests were conducted. The reliability of the modelling techniques was established by comparison of the results for the slower rate with those obtained from the full-scale tests on prototype. The higher rate of loading caused a greater damage than that at the lower rate. This was evidenced by the measurements of the energy absorbed in the hysteresis loops, equivalent damping, and the stiffness and damping obtained from the free-vibration test. The relatively greater extent of damage appears to result from the different bond behaviour at different rates of loading. | ||
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10.1007/BF02472743 doi (DE-627)OLC2086892179 (DE-He213)BF02472743-p DE-627 ger DE-627 rakwb eng 690 VZ Shah, Surendra P. verfasserin aut Model concrete beam-column joints subjected to cyclic loading at two rates 1987 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1987 Abstract Small-scale models of reinforced concrete beam-column joint were subjected to large cyclic displacements at two rates: 2.5×$ 10^{−3} $ and 1.0 Hz. To assess damage, free-vibration tests were conducted. The reliability of the modelling techniques was established by comparison of the results for the slower rate with those obtained from the full-scale tests on prototype. The higher rate of loading caused a greater damage than that at the lower rate. This was evidenced by the measurements of the energy absorbed in the hysteresis loops, equivalent damping, and the stiffness and damping obtained from the free-vibration test. The relatively greater extent of damage appears to result from the different bond behaviour at different rates of loading. Cyclic Loading Reinforce Concrete Concrete Structure Bond Stress Longitudinal Reinforcement Wang, Ming-Liang aut Chung, Lan aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 20(1987), 2 vom: März, Seite 85-95 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:20 year:1987 number:2 month:03 pages:85-95 https://doi.org/10.1007/BF02472743 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 20 1987 2 03 85-95 |
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10.1007/BF02472743 doi (DE-627)OLC2086892179 (DE-He213)BF02472743-p DE-627 ger DE-627 rakwb eng 690 VZ Shah, Surendra P. verfasserin aut Model concrete beam-column joints subjected to cyclic loading at two rates 1987 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1987 Abstract Small-scale models of reinforced concrete beam-column joint were subjected to large cyclic displacements at two rates: 2.5×$ 10^{−3} $ and 1.0 Hz. To assess damage, free-vibration tests were conducted. The reliability of the modelling techniques was established by comparison of the results for the slower rate with those obtained from the full-scale tests on prototype. The higher rate of loading caused a greater damage than that at the lower rate. This was evidenced by the measurements of the energy absorbed in the hysteresis loops, equivalent damping, and the stiffness and damping obtained from the free-vibration test. The relatively greater extent of damage appears to result from the different bond behaviour at different rates of loading. Cyclic Loading Reinforce Concrete Concrete Structure Bond Stress Longitudinal Reinforcement Wang, Ming-Liang aut Chung, Lan aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 20(1987), 2 vom: März, Seite 85-95 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:20 year:1987 number:2 month:03 pages:85-95 https://doi.org/10.1007/BF02472743 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 20 1987 2 03 85-95 |
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10.1007/BF02472743 doi (DE-627)OLC2086892179 (DE-He213)BF02472743-p DE-627 ger DE-627 rakwb eng 690 VZ Shah, Surendra P. verfasserin aut Model concrete beam-column joints subjected to cyclic loading at two rates 1987 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1987 Abstract Small-scale models of reinforced concrete beam-column joint were subjected to large cyclic displacements at two rates: 2.5×$ 10^{−3} $ and 1.0 Hz. To assess damage, free-vibration tests were conducted. The reliability of the modelling techniques was established by comparison of the results for the slower rate with those obtained from the full-scale tests on prototype. The higher rate of loading caused a greater damage than that at the lower rate. This was evidenced by the measurements of the energy absorbed in the hysteresis loops, equivalent damping, and the stiffness and damping obtained from the free-vibration test. The relatively greater extent of damage appears to result from the different bond behaviour at different rates of loading. Cyclic Loading Reinforce Concrete Concrete Structure Bond Stress Longitudinal Reinforcement Wang, Ming-Liang aut Chung, Lan aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 20(1987), 2 vom: März, Seite 85-95 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:20 year:1987 number:2 month:03 pages:85-95 https://doi.org/10.1007/BF02472743 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 20 1987 2 03 85-95 |
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10.1007/BF02472743 doi (DE-627)OLC2086892179 (DE-He213)BF02472743-p DE-627 ger DE-627 rakwb eng 690 VZ Shah, Surendra P. verfasserin aut Model concrete beam-column joints subjected to cyclic loading at two rates 1987 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1987 Abstract Small-scale models of reinforced concrete beam-column joint were subjected to large cyclic displacements at two rates: 2.5×$ 10^{−3} $ and 1.0 Hz. To assess damage, free-vibration tests were conducted. The reliability of the modelling techniques was established by comparison of the results for the slower rate with those obtained from the full-scale tests on prototype. The higher rate of loading caused a greater damage than that at the lower rate. This was evidenced by the measurements of the energy absorbed in the hysteresis loops, equivalent damping, and the stiffness and damping obtained from the free-vibration test. The relatively greater extent of damage appears to result from the different bond behaviour at different rates of loading. Cyclic Loading Reinforce Concrete Concrete Structure Bond Stress Longitudinal Reinforcement Wang, Ming-Liang aut Chung, Lan aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 20(1987), 2 vom: März, Seite 85-95 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:20 year:1987 number:2 month:03 pages:85-95 https://doi.org/10.1007/BF02472743 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 20 1987 2 03 85-95 |
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10.1007/BF02472743 doi (DE-627)OLC2086892179 (DE-He213)BF02472743-p DE-627 ger DE-627 rakwb eng 690 VZ Shah, Surendra P. verfasserin aut Model concrete beam-column joints subjected to cyclic loading at two rates 1987 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1987 Abstract Small-scale models of reinforced concrete beam-column joint were subjected to large cyclic displacements at two rates: 2.5×$ 10^{−3} $ and 1.0 Hz. To assess damage, free-vibration tests were conducted. The reliability of the modelling techniques was established by comparison of the results for the slower rate with those obtained from the full-scale tests on prototype. The higher rate of loading caused a greater damage than that at the lower rate. This was evidenced by the measurements of the energy absorbed in the hysteresis loops, equivalent damping, and the stiffness and damping obtained from the free-vibration test. The relatively greater extent of damage appears to result from the different bond behaviour at different rates of loading. Cyclic Loading Reinforce Concrete Concrete Structure Bond Stress Longitudinal Reinforcement Wang, Ming-Liang aut Chung, Lan aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 20(1987), 2 vom: März, Seite 85-95 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:20 year:1987 number:2 month:03 pages:85-95 https://doi.org/10.1007/BF02472743 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 20 1987 2 03 85-95 |
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| abstract |
Abstract Small-scale models of reinforced concrete beam-column joint were subjected to large cyclic displacements at two rates: 2.5×$ 10^{−3} $ and 1.0 Hz. To assess damage, free-vibration tests were conducted. The reliability of the modelling techniques was established by comparison of the results for the slower rate with those obtained from the full-scale tests on prototype. The higher rate of loading caused a greater damage than that at the lower rate. This was evidenced by the measurements of the energy absorbed in the hysteresis loops, equivalent damping, and the stiffness and damping obtained from the free-vibration test. The relatively greater extent of damage appears to result from the different bond behaviour at different rates of loading. © RILEM 1987 |
| abstractGer |
Abstract Small-scale models of reinforced concrete beam-column joint were subjected to large cyclic displacements at two rates: 2.5×$ 10^{−3} $ and 1.0 Hz. To assess damage, free-vibration tests were conducted. The reliability of the modelling techniques was established by comparison of the results for the slower rate with those obtained from the full-scale tests on prototype. The higher rate of loading caused a greater damage than that at the lower rate. This was evidenced by the measurements of the energy absorbed in the hysteresis loops, equivalent damping, and the stiffness and damping obtained from the free-vibration test. The relatively greater extent of damage appears to result from the different bond behaviour at different rates of loading. © RILEM 1987 |
| abstract_unstemmed |
Abstract Small-scale models of reinforced concrete beam-column joint were subjected to large cyclic displacements at two rates: 2.5×$ 10^{−3} $ and 1.0 Hz. To assess damage, free-vibration tests were conducted. The reliability of the modelling techniques was established by comparison of the results for the slower rate with those obtained from the full-scale tests on prototype. The higher rate of loading caused a greater damage than that at the lower rate. This was evidenced by the measurements of the energy absorbed in the hysteresis loops, equivalent damping, and the stiffness and damping obtained from the free-vibration test. The relatively greater extent of damage appears to result from the different bond behaviour at different rates of loading. © RILEM 1987 |
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| title_short |
Model concrete beam-column joints subjected to cyclic loading at two rates |
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https://doi.org/10.1007/BF02472743 |
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Wang, Ming-Liang Chung, Lan |
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Wang, Ming-Liang Chung, Lan |
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10.1007/BF02472743 |
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