A numerical coupling scheme for nonlinear time history analysis of buildings on a regional scale considering site‐city interaction effects. (21st August 2018)

• Record Type: Journal Article
• Authors: Lu, Xinzheng; Tian, Yuan; Wang, Gang; Huang, Duruo
• Is Part Of: Earthquake engineering and structural dynamics. Volume 47:Number 13(2018)
• Page Start: 2708
• Page End: 2725
• Publication Date: 2018-08-21
• Subjects: multiple‐degree‐of‐freedom model -- regional seismic damage simulation -- site‐city interaction effect -- SPEED -- time history analysis; Structural dynamics -- Periodicals; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1002/eqe.3108
• Languages: English
• ISSNs: 0098-8847

Abstract

Summary: Seismic damage simulation of buildings on a regional scale is important for loss estimation and disaster mitigation of cities. However, the interaction among densely distributed buildings in a city and the site, ie, the "site‐city interaction (SCI) effects, " is often neglected in most regional simulations. Yet, many studies have found that the SCI effects are very important in regional simulations containing a large number of tall buildings and underground structures. Therefore, this work proposed a numerical coupling scheme for nonlinear time history analysis of buildings on a regional scale considering the SCI effects. In this study, multiple‐degree‐of‐freedom models are used to represent different buildings above the ground, while an open source spectral element program, SPEED, is used for simulating wave propagation in underlying soil layers. The proposed numerical scheme is firstly validated through a shaking table test. Then, a detailed discussion on the SCI effects in a 3D basin is performed. Finally, a nonlinear time history analysis of buildings on a regional scale is performed using the Tsinghua University campus in Beijing as a case study. The Tsinghua University campus case results show that the SCI effects will reduce the seismic responses of most buildings. However, some buildings will suffer much more severe damage when the SCI effects are considered, which may depend on the input motions, site characteristics, and building configurations.