摘要
通过普通混凝土小型空心砌块砌体结构抗震计算分析,说明了该结构经过合理的抗震设计可以达到足够的承载力、刚度和延性。
This paper analyses the normal concrete small-sized hollow block masonry anti-seismic calculation,shows the structure attaining to enough bearing capacity, rigidity and ductility with rational anti-seismic construction measures.
出处
《河北建筑工程学院学报》
CAS
2002年第1期27-29,共3页
Journal of Hebei Institute of Architecture and Civil Engineering