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Influence of a subway station on the inter-story drift ratio of adjacent surface structures
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发布时间: 2019-03-09
发布时间:2019-03-09
论文类型:期刊论文
发表时间:2013-04-01
发表刊物:TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
收录刊物:EI、SCIE
卷号:35
页面范围:8-19
ISSN号:0886-7798
关键字:Seismic analysis; Underground structures; Adjacent buildings; Inter-story drift ratio; Deformation components
摘要:The existence of a subway station changes the original site conditions, local ground motions and, as a consequence, the seismic response of adjacent buildings. The paper investigates the effects of the Zhujiang Road subway station in Nanjing, China, on the response of buildings close to the station, when subjected to an earthquake with a probability of exceedance of 10% in 100 years. The shape and magnitude of the inter-story drift ratio (IDR) of buildings placed at different distances from the station are investigated using the generalized inter-story drift spectral analysis, in which structures are represented as combined shear-flexural beams. The analysis shows that there are two key factors that affect the response of buildings in the presence of an underground structure: the fundamental period of the building and the distance between the building and the station. Comparisons of the IDR of buildings obtained when the underground structure is included in the calculations and when it is not, indicate that the errors increase as the distance of the building to the subway station decreases, in particular for buildings with short fundamental periods. It is observed that the presence of the subway station increases the flexural deformation demand of short period structures, while for long-period structures, the subway station increases the shear deformation demand. (C) 2012 Elsevier Ltd. All rights reserved.

陈健云

教授   博士生导师   硕士生导师

性别: 男

毕业院校:大连理工大学

学位: 博士

所在单位:水利工程系

学科:水工结构工程. 防灾减灾工程及防护工程. 结构工程. 工程管理

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