| 广州沙河顶统建楼地震沉陷分析 |
| |
| 引用本文： | 常宝琦,沈立英.广州沙河顶统建楼地震沉陷分析[J].华南地震,1993,13(4):63-67. |
| |
| 作者姓名： | 常宝琦 沈立英 |
| |
| 作者单位： | 广东省地震局 广州510070
(常宝琦)，广东省地震局 广州510070(沈立英) |
| |
| 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。
|
| 关 键 词： | 地震 灾害 建筑物 沉降 |
ANALYSIS OF SEISMIC SETTLEMENT OF AN OVERALL-PLANING BUILDING IN SHAHEDING AREA OF GUANGZHOU |
| |
| Chang Baoqi Shen Liying.ANALYSIS OF SEISMIC SETTLEMENT OF AN OVERALL-PLANING BUILDING IN SHAHEDING AREA OF GUANGZHOU[J].South China Journal of Seismology,1993,13(4):63-67. |
| |
| Authors: | Chang Baoqi Shen Liying |
| |
| Institution: | Seismological Bureau of Guangkong Province |
| |
| Abstract: | 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. |
| |
| Keywords: | Seismic settlement Seismic damage |
| 本文献已被 CNKI 维普 等数据库收录！ |
