Experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections
In this research, an innovative frame configuration system, whereby the connections are to be relocated on the beam at a distance away from the column faces, has been suggested in attempt to avoid the coincidence with the inherent plastic hinge regions (column face) under seismic conditions.
محفوظ في:
| المؤلف الرئيسي: | |
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| مؤلفون آخرون: | |
| التنسيق: | Theses and Dissertations |
| اللغة: | English |
| منشور في: |
2008
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| الموضوعات: | |
| الوصول للمادة أونلاين: | http://hdl.handle.net/10356/11854 |
| الوسوم: |
إضافة وسم
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| الملخص: | In this research, an innovative frame configuration system, whereby the connections are to be relocated on the beam at a distance away from the column faces, has been suggested in attempt to avoid the coincidence with the inherent plastic hinge regions (column face) under seismic conditions. |
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