1 Key Laboratory for Structural Engineering and Vibration of the Ministry of Education,Civil Engineering Department,Tsinghua University Beijing 100084;
2.
2 China Institute of Building Standard Design &Research,China Architecture Design &Research Group Beijing 100044
To study seismic behavior of SRC low shear walls with high axial force ratio lateral loading experiment of three shear wall specimens with aspect ratio of 0.95 was carried out.Shear failure occurred on all specimens.The longitudinal reinforcements at the wall ends and the distributed vertical reinforcements were buckled.The flanges of the structural steel buckled and the plastic hinge lines were observed on the web.The structural steel increased the shear bearing capacity of specimens.The influence of the structural steel area on the plastic deformation of specimens was not obvious in this test.A shear bearing capacity formula of SRC shear wall was proposed and the calculated results had good agreement with the test results.
[2] Fumiya Esaki,Masayuki Ono.Effect of Loading Velocity on Mechanical Behaviorof SRC Shear Walls∥Proceedings of Sixth ASCCS Conference on Composite and Hybrid Structures.Los Angeles:2000:809-816