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Abstract：
To improve the seismic performance of reinforced concrete core walls, reinforced concrete composite core walls with concealed steel truss were proposed and systemically investigated. Two 1/6 scale core wall specimens, including a normal reinforced concrete core wall and a reinforced concrete composite core wall with concealed steel truss, were designed. The experimental study on seismic performance under cyclic loading was carried out. The load-carrying capacity, stiffness, ductility, hysteretic behavior and energy dissipation of the core walls were discussed. The test results showed that the seismic performance of core walls is improved greatly by the concealed steel truss. The calculated results were found to agree well with the actual measured ones. © Higher Education Press and Springer-Verlag 2009.
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Frontiers of Architecture and Civil Engineering in China
ISSN： 1673-7407
Year： 2009
Issue： 3
Volume： 3
Page： 255-261
Cited Count：
WoS CC Cited Count： 0
SCOPUS Cited Count： 4
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 3
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