阶梯地形对西昌昔格达组三维地基地震动影响
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
为研究西昌昔格达组阶梯地形标高突变对地震动响应规律,选取攀钢西昌钒钛钢铁新基地地基工程为背景工程.以2个地基方案为研究对象,用有限元软件构建2个三维地基模型并模拟地震动作用下模型表面3个方向地震动加速度分布.通过分析得出如下结论:阶梯地形标高突变对水平方向加速度放大系数影响甚小,而竖直方向加速度放大系数骤增,但是否随着标高突变量增大而增大,有待进一步研究;从阶梯地形角点处向内侧延伸,竖直方向加速度放大系数又减小;竖直方向加速度放大系数随着输入地震动强度增大而减小;输入地震波强度越大,标高突变引起竖直方向加速度峰值增大越显著.
In order to study the seismic response of Xichang Xigeda step terrain elevation mutation on the ground motion.Foundation engineering of the Panzhihua Vanadium and Titanium Steel new base in Xichang has been selected as background.Two Foundation programs were studied as the research objects,two three-dimensional foundation models built with finite element software simulated distribution in three directions of ground motion acceleration of model surface.Following conclusions have been concluded: terrain elevation step mutation has very small influence on the horizontal acceleration amplification coefficient but vertical acceleration amplification factor surge.Whether it increases with the increase of elevation mutation,further study is needed;From the ladder terrain extends to the inside corner point,the vertical acceleration amplification factor decreases;vertical acceleration amplification factor decreases with increase of ground motion intensity;the greater the intensity of seismic waves inputs the more significantly vertical acceleration caused by elevation mutations increases.
引文
[1]胡聿贤.地震工程学[M].北京:地震出版社,2006.
    [2]刘宏兵,朱晞.地震中地形放大效应的观测和研究进展[J].世界地震工程,1999,15(3):20-25.
    [3]曹欣荣,宋天舒,刘殿魁.任意形状凸起地形对平面SH波的散射[J].应用数学与力学,2001,22(9):976-982.
    [4]梁建文,张彦帅,Lee V W.平面SV波入射下半圆凸起地形地表运动解析解[J].地震学报,2006,28(3):238-249.
    [5]Liang J W,Zhang Y S,Lee V W.Surface motion of asemi-cylindrical hill for incident plane SV waves:an-alytical solution[J].Acta Seismologica Sinica,2006,19(3):251-262.
    [6]梁建文,巴振宁.弹性层状半空间中凸起地形对入射SH波的放大作用[J].地震工程与工程振动,2008,28(1):1-10.
    [7]Lee V W,Liang J W.Diffraction of anti-plane SHwaves by a semi-circular cylindrical hill with an insideconcentric semi-circular tunnel[J].Earthquake Engi-neering and Engineering Vibration,2004,3(2):249-262.
    [8]Meunier P,Hovious N,Hanes J A.Topographic siteeffects and the location of earthquake induced land-slides[J].Earth and Planetary Science letters,2008,275:221-232.
    [9]李有山,廖振鹏.地震体波倾斜入射情形下台阶地形引起的波型转换[J].地震工程与工程振动,2002,22(4):9-14.
    [10]李山有,马强,韦庆海.地震体波倾斜入射情形下断层台阶地震反应分析[J].地震研究,2005,28(3):277-281.
    [11]徐光兴,姚令侃,高召宁,等.边坡动力特性与动力响应的大型振动台模型试验研究[J].岩石力学与工程学报,2008,27(3):624-632.
    [12]赵成刚,杜修力,李小军.用三维半解析解边界元的子结构法分析凸起山包对地震波的散射[J].中国地震,1993,9(2):154-162.
    [13]姚凯,卢大伟,刘旭宙,等.利用汶川余震流动观察资料探讨地形对峰值加速度的影响[J].西北地震学报,2009,31(1):46-50.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心