Influence of building-site resonance and building properties on site-city interaction: A numerical investigation

被引:16
作者
Chen, Shupei [1 ,2 ]
Liu, Qifang [3 ]
Zhai, Changhai [1 ,2 ]
Wen, Weiping [1 ,2 ]
机构
[1] Harbin Inst Technol, Key Lab Struct Dynam Behav & Control, Minist Educ, Harbin 150090, Heilongjiang, Peoples R China
[2] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
[3] Suzhou Univ Sci & Technol, Sch Civil Engn, Suzhou 215011, Peoples R China
基金
中国博士后科学基金;
关键词
Site-city interaction; Site-building resonance; Urban environment; Soil non-linearity; Building-foundation stiffness ratio; SEISMIC-WAVE PROPAGATION; MOTIONS;
D O I
10.1016/j.soildyn.2022.107307
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Recently, the concept of ground motions within dense urban areas being significantly affected by upper building clusters has been widely accepted. However, multiple interactions between upper buildings and underlain soil layer have increased the complexity of the problem. In this study, we focused on the analysis of ground motion changes with respect to free-field motion caused by upper building clusters, and the seismic interaction between building clusters and underlain soil, named site-city interaction (SCI). Emphasis was placed on the influence of building-site resonance and building properties on SCI effects. Hence, a two-dimensional (2D) numerical finite element model coupled with a non-linear elastic-plastic soil model and a linear multiple degree-of-freedom building model was developed in the OpenSees framework. Numerical results showed that the SCI effects were strongly influenced by the building-site resonance effects and building properties. For special cases, the ground motion was reduced by more than 60% with respect to the free-field motion. Furthermore, the SCI effects decreased as the degree of soil non-linearity increased, whereas the ground motion caused by SCI effects reduced by more than 20% of the free-field motion. However, owing to the non-linear effects, several unexpected amplifications were observed at certain frequency bands. Overall, the results of this study present an insight into the relationship between building properties, buildingsite resonance effects and SCI effects, and provide a reference for further SCI analysis of real-life applications.
引用
收藏
页数:16
相关论文
共 36 条
[1]   Estimation of fundamental periods of shear-wall dominant building structures [J].
Balkaya, C ;
Kalkan, E .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2003, 32 (07) :985-998
[2]   High-performance finite-element simulations of seismic wave propagation in three-dimensional nonlinear inelastic geological media [J].
Dupros, Fabrice ;
De Martin, Florent ;
Foerster, Evelyne ;
Komatitsch, Dimitri ;
Roman, Jean .
PARALLEL COMPUTING, 2010, 36 (5-6) :308-325
[3]   Experimental and numerical analysis of soil motions caused by free vibrations of a building model [J].
Gueguen, P ;
Bard, PY ;
Oliveira, CS .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2000, 90 (06) :1464-1479
[4]   Site-city seismic interaction in Mexico City-like environments:: An analytical study [J].
Guéguen, P ;
Bard, PY ;
Chávez-García, FJ .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2002, 92 (02) :794-811
[5]  
Gueguen P, 2000, 12 WORLD C EARTHQ EN
[6]  
Hong LL, 2000, EARTHQUAKE ENG STRUC, V29, P327, DOI 10.1002/(SICI)1096-9845(200003)29:3<327::AID-EQE907>3.0.CO
[7]  
2-0
[8]   Coupled Soil-Structure Interaction Effects of Building Clusters During Earthquakes [J].
Isbiliroglu, Yigit ;
Taborda, Ricardo ;
Bielak, Jacob .
EARTHQUAKE SPECTRA, 2015, 31 (01) :463-500
[9]  
JENNINGS PC, 1970, B SEISMOL SOC AM, V60, P2037
[10]   Amplification of Strong Ground Motions at Heathcote Valley during the 2010-2011 Canterbury Earthquakes: The Role of 2D Nonlinear Site Response [J].
Jeong, Seokho ;
Bradley, Brendon A. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2017, 107 (05) :2117-2130