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《Chinese Journal of Underground Space and Engineering》 2017-03
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Influence of Tunnel on Inter-story Drift of Adjacent Structures

Guo Jing;Chen Jianjun;Yu Liu;China Construction Sixth Engineering Division Co.Ltd.;Institute of Earthquake Engineering,Dalian University of Technology;  
Existence of tunnel in urban area changes the foundation conditions of nearby existing structures,affecting the seismic response of buildings.Generalized inter-story drift spectrum,in which the existing structures were equivalently simplified as combined shear-flexural beams,was used to analyze the influence of tunnel on interstory drift of nearby buildings with different distances from the tunnel;meanwhile,the influence of the tunnel on the inter-story drift distribution along the dimensionless height was studied and discussed.It is illustrated that existence of tunnel increases the inter-story drift of structures,so more attention should be paid in engineering design and analysis;when the building is located away from the tunnel with distance of 2.0 times diameter length of the tunnel,the effect of the tunnel can be ignored.Additionally,the existence of the tunnel does not influence the inter-story drift ratio distribution along dimensionless height,however,it increases the inter-story drift of the anti-seismic weakness location of the building,which should be considered carefully.
【Key Words】: inter-story drift spectrum seismic analysis adjacent structures inter-story drift distribution
【Fund】: 国家自然科学基金(50978043)
【CateGory Index】: TU311.3;U456.3
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【Citations】
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【Co-citations】
Chinese Journal Full-text Database 8 Hits
1 Guo Jing;Chen Jianjun;Yu Liu;China Construction Sixth Engineering Division Co.Ltd.;Institute of Earthquake Engineering,Dalian University of Technology;;Influence of Tunnel on Inter-story Drift of Adjacent Structures[J];地下空间与工程学报;2017-03
2 DU Xiu-li;LI Yang;ZHAO Mi;XU Cheng-shun;LU De-chun;Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing University of Technology;;SEISMIC RESPONSE ANALYSIS METHOD FOR SOIL-STRUCTURE INTERACTION SYSTEM OF UNDERLYING RIGID ROCK BASE SOIL CONDITION[J];工程力学;2017-05
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