摘要
本文对两组五个钢筋混凝土核心筒试件进行了低周反复荷载试验 ,研究了不同轴压比和剪跨比的核心筒破坏机理、承载能力、延性和耗能能力等方面的抗震性能。结果表明 。
This paper presents the results of an experimental study on the failure mechanism, strength, ductility and energy dissipation of reinforced concrete core walls subjected to different axial load and horizontal loading. Five core wall models were built and tested to failure under the combined action of constant axial load and reversed cyclic lateral loading. The objective of this test is to investigate the effect of parameter variation of axial load ratio and shear compression ratio on the behavior of reinforced concrete core walls. Finally, the axial load ratio is found to have an important effect on the seismic behavior of reinforced concrete core walls.
出处
《地震工程与工程振动》
CSCD
北大核心
2002年第3期42-50,共9页
Earthquake Engineering and Engineering Dynamics
基金
国家自然科学基金项目 (5 982 3 0 0 2
5 0 0 2 5 82 1)
