第 48卷 第 6期
2016年 12月
西安建筑科技大学学报 (自然科学版)
J．Xi’an Univ．of Arch．&Tech．(Natural Science Edition)
Vo1．48 NO．6
Dec．2016
DOI：10．159868．1006—7930．2016．06．003
在 高 烈 度 地 震 作 用 下 跨 越 地 裂 缝
框 架 结 构 的 动 力 响 应 模 拟 研 究
熊 仲 明 ， 陈 轩 ， 高 鹏 翔 2， 韦 俊 1,3， 黄 汉 英
(1．西安建筑科技大学土木工程学院，陕西 西安 710055；2．大同大学煤炭工程学院，山西 大同0370008；
3．苏州科技大学机电工程系，江苏 苏州 215009)
摘要 ：地裂缝对工程结构的安全性影响巨大．在高烈地裂缝地区，若采用空间避让原则，势必浪费有限的土地资源，制约城
市建设与发展．借助 ABAQUS有限元软件建立了地裂缝场地和上部结构共同作用模型，并在土体底部输入不同的地震波，
实现了跨地裂缝结构多点加载的模拟．通过比较不同工况下的弹塑性层间位移、层间剪力变化情况，较为清晰地揭示出跨越
地裂缝的建筑物在地震作用下的工作特性，探讨了在不同的工况下跨地裂缝结构动力反应的变化规律，找出了结构跨越地裂
缝最不利位置，为更深入研究地裂缝和地震共同作用对上部结构的损伤机理和灾害防治措施提供参考 ．
关键词：跨越地裂缝结构 ；动力响应；共同作用
中图分类号：TU312 文献标志码：A 文章编号：1006—7930(2016)06—0783—07
Study 0n sim ulation 0f dynam ic response 0f the structure crossing ground
fissure in high—intensity 0f earthquake
XloNGZhongmingI ， CHENXuanl，GAOPengxiangz，WEIh ， HUANGHanyingL
(1．School ofCivil Engineering，Xi an Univ．ofArch．&Tech．，Xi an 710055，China；2．School ofCoal Engineering，Datong Univer-
sitv Datong 0370008。China；3．Suzhou University of Science and Technology，Suzhou 21 5009)
Abstract：Ground fissures have a huge impact on the safety of engineering structures．Ifprinciple of space avoidance is carried out in Ground fissures site with high intensity,it will waste limited land resources and make urban planning and construction restricted．The
modes of ground fissures site soil and the superstructure have been established by the finite element software ABAQUS in this PaDer． The simulation of multi．point loading of the structure crossing the ground fissure iS realized by inputting different seismic waves at
the boRom of the soil．Different locations about superstructure crossing the ground fissure have been set up which is based on differ—
ent conditions．Elastic．plastic time—history analysis on the superstructure which is in the earthquake could be made while different
seismic waves would be input from bottom of the soil．The elastic and elastic—plastic inter story drifls，the acceleration of the top，
floor shear,and intemal forces from the superstructure in different cases would be figured out．The perfolrmance of superstructure crossing the ground fissure under the uneven settlement and the earthquake would be shown clearly．The variation of dynamic re．
sponse of the structure crossing the ground fissure under different working conditions is discussed．Then，the most unfavorable posi．
tion about superstructure crossing the ground fissure would
在高烈度地震作用下跨越地裂缝框架结构的动力响应模拟研究（论文）.pdf
