Influence of Structure Plane Size on Seismic Response of Soil-Structure Interaction

被引:0
|
作者
姜忻良 [1 ,2 ]
张亚楠 [1 ]
机构
[1] School of Civil Engineering, Tianjin University
[2] Key Laboratory of Coastal Civil Engineering Structure and Safety (Tianjin University), Ministry of Education
基金
中国国家自然科学基金;
关键词
soil-structure interaction; finite element analysis; structure plane size; seismic response; time history analysis;
D O I
暂无
中图分类号
TU435 [土动力学与振动地基];
学科分类号
0801 ; 080104 ; 0815 ;
摘要
The influence of the change of structure plane size on seismic response was studied for a soil-structure interaction system.Based on the finite element method,a soil-structure interaction calculation model was established to analyze the seismic response by changing the structure plane size and choosing different earthquake waves for different soil fields.The results show that when the natural periods of vibration for different structure plane sizes are close,under the same earthquake wave,the total displacement on the top layer of the structure and the foundation rotation displacement decrease with the increase of structure plane size,and the proportion of superstructure elastic selfdeformation displacement to the total displacement increases with the increase of structure plane size.While for different types of sites and seismic waves,under the horizontal and vertical seismic waves,the seismic responses of different plane sizes have a similar change rule.
引用
收藏
页码:345 / 350
页数:6
相关论文
共 50 条
  • [21] Effect of Soil on the Seismic Response of Structures Taking Into Consideration Soil-Structure Interaction
    Boulkhiout, Radhwane
    Messast, Salah
    INTERNATIONAL JOURNAL OF GEOTECHNICAL EARTHQUAKE ENGINEERING, 2020, 11 (02) : 72 - 90
  • [22] Seismic soil-structure interaction: Beneficial or detrimental?
    Mylonakis, G
    Gazetas, G
    JOURNAL OF EARTHQUAKE ENGINEERING, 2000, 4 (03) : 277 - 301
  • [23] SEISMIC SOIL-STRUCTURE INTERACTION BY THE SUPERPOSITION METHOD
    GOMEZMASSO, A
    NUCLEAR ENGINEERING AND DESIGN, 1984, 78 (01) : 37 - 52
  • [24] The Analysis of Test of the Seismic Response for the Metro Station Structure Considering Soil-Structure Interaction
    Zhou, Yingming
    Wang, Shuwei
    Wang, Peng
    Yao, Lina
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 2600 - +
  • [25] Seismic Response of a Cliff-Attached Structure Based on Soil-Structure Interaction Effect
    Yang, Zhuoxin
    Mi, Yuancheng
    Li, Hong
    Ban, Tao
    Liu, Kai
    Guo, Zhongfa
    Liu, Dewen
    Sun, Weiwei
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2024, 48 (6) : 4131 - 4147
  • [26] Plane strain soil-structure interaction model
    Dangla, P.
    Earthquake Engineering & Structural Dynamics, 1988, 16 (08): : 1115 - 1128
  • [27] Seismic response analysis of a nuclear reactor structure considering nonlinear soil-structure interaction
    Bhaumik, Lopamudra
    Raychowdhury, Prishati
    NUCLEAR ENGINEERING AND DESIGN, 2013, 265 : 1078 - 1090
  • [28] Response of an open-plane frame to multiple support horizontal seismic excitations with soil-structure interaction
    Rambabu, Konduru V.
    Allam, Mehter M.
    JOURNAL OF SOUND AND VIBRATION, 2007, 299 (1-2) : 388 - 396
  • [29] Nonlinear soil-structure interaction in plane frames
    Noorzaei, J.
    Viladkar, M.N.
    Godbole, P.N.
    Engineering computations, 1994, 11 (04) : 303 - 316
  • [30] EFFECTS OF SOIL-STRUCTURE INTERACTION ON INELASTIC SEISMIC RESPONSE OF BRIDGE PIERS
    CIAMPOLI, M
    PINTO, PE
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1995, 121 (05): : 806 - 814