广州沙河顶统建楼地震沉陷分析  

ANALYSIS OF SEISMIC SETTLEMENT OF AN OVERALL-PLANING BUILDING IN SHAHEDING AREA OF GUANGZHOU

作　　者：常宝琦[1] 沈立英[1] 

机构地区：[1]广东省地震局,广州510070

出　　处：《华南地震》1993年第4期63-67,共5页South China Journal of Seismology

摘　　要：用考虑上部结构与地基共同作用的方法对广州市沙河顶统建楼的震陷做了进一步估算,结果表明,该楼在有淤泥质土一端的震陷为2.7cm,无淤泥质土的另一端为0.6cm,虽比文献〔1〕的粗估值稍大,但震害仍属轻微。The seismic settlement of the overall-planing building in Shaheding area of Guangzhou is further estimated by using a method for consideration of joint action of upper structure and foundation. The result shows that the seismic settlenent at the end of foundation where silty soil exists is 2.7 cm, and another end without silty soil is 0. 6 cm. The seismic damage is slight though the rough estimate value is greater than that in literature No. 1.

关 键 词：地震 灾害 建筑物 沉降 

分 类 号：TU433[建筑科学—岩土工程]