摘要
分析了工字型钢、剪跨比为１的型钢混凝土柱的延性性能和抗剪强度。为型钢混凝土的理论研究与实际应用提供了有益的试验依据。
Through the test research of SRC column with the shear span to depth ratio being 1, the testbasis for the theoretical research and practical application of shaped steel SRC column are provided.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
1995年第1期35-39,共5页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
型钢
混凝土
柱
受力性能
试验
s: unit displacement,ductile tests/axial compressive load to capacity ratio, energy dissipation ratio, shearing strength
