Lateral seismic performance of multipanel precast hollowcore walls
The seismic resistance of full-scale superassemblage of precast hollow core wall units is investigated. The superassemblage consists of six prestressed concrete 1.2 m wide hollow core units. Two load-bearing of the units are tied to the foundation via unbonded vertical tendons while the other four u...
| الحاوية / القاعدة: | Journal of Structural Engineering |
|---|---|
| المؤلف الرئيسي: | |
| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
2010
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| الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-77953573849&doi=10.1061%2f%28ASCE%29ST.1943-541X.0000183&partnerID=40&md5=f2b64fba117ea6854349b18c29552a1e |