Mitigation of the seismic motion near the edge of cliff-type topographies

被引:43
作者
Stamatopoulos, C. A.
Bassanou, M.
Brennan, A. J.
Madabhushi, G.
机构
[1] Stamatopoulos & Assoc Co, Athens 11471, Greece
[2] Univ Dundee, Div Civil Engn, Dundee DD1 4HN, Scotland
[3] Univ Cambridge, Sch Engn, Cambridge CB2 1TN, England
关键词
cliff-type topographies; mitigation; centrifuge tests; numerical analyses; anchors; 2D wave propagation;
D O I
10.1016/j.soildyn.2007.01.012
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Concentration of damage of buildings near the edge of hard or dense cliff-type topographies has been observed during a number of recent earthquakes. These observations have been interpreted by numerical dynamic analyses that illustrate the amplification of accelerations near the edge of slopes. The paper studies the effect of mitigating these accelerations using anchors both experimentally and numerically. The main issue is that if the part of the slope in which topographic amplification occurs is connected to that in which the acceleration is less, then the accelerations have to become more uniform. The experimental study involves dynamic centrifuge tests at the Cambridge University facility both with and without anchors. The numerical procedure was verified by the seismic response of the centrifuge tests. It was then applied to the study of the effect of anchors of a typical field case, the Aegion slope, under two different input motions. In all cases anchors were found effective in mitigating the seismic motion near the edge. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1082 / 1100
页数:19
相关论文
共 13 条
[1]  
ARULANANDAN K, 1993, P INT C VERF NUM PRO
[2]   Wave propagation and soil-structure interaction on a cliff crest during the 1999 Athens Earthquake [J].
Assimaki, D ;
Kausel, E ;
Gazetas, G .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2005, 25 (7-10) :513-527
[3]   Effects of surface topography on seismic ground response in the Egion (Greece) 15 June 1995 earthquake [J].
Athanasopoulos, GA ;
Pelekis, PC ;
Leonidou, EA .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 1999, 18 (02) :135-149
[4]  
AUBRY D, 1993, NUMERICAL PREDICTION, P45
[5]  
BOUCKOVALAS GB, 1999, 2 INT C EARTHQ GEOT
[6]  
Bouckovalas George D., 2005, SOIL DYN EARTHQ ENG, P547
[7]  
*BRGM, 1998, SOFTW CYB VERS 1 1 U
[8]  
*FLAC, 2002, ITASACA CONS
[9]  
Hardin BO, 1978, P SPEC C EARTHQ ENG, P3
[10]  
ISHBASHI I, 1993, SOILS FOUND, V33, P182