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| ANALYSES ON SEISMIC RESPONSES OF GROUND |
| Gao Feng,Yan Songhong,Chen Xingchong |
| (School of Civil Engineering,Lanzhou Jiaotong University, Lanzhou 730070 China) |
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Abstract The changes of earthquake acceleration in bed rock after transiting in horizontal soil layers are calculated by using the method of equivalent linearization. The influence of frozen earth layers and radiant damps of groundwork is considered and back-analysis is performed. The results indicate that the factors of radiant damps of groundwork and changes of seasons should be considered in seismatic design of structure.
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Received: 10 February 2003
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1 廖振鹏. 工程波动导引[M]. 北京:科学出版社,1996
2 陆 鸣. 青藏铁路四座主要桥梁工程场地地震安全性评价报告[R]. 北京:中国地震局工程地震研究中心,2001
3 徐学燕、仲丛利. 冻土的动力特性研究及其参数确定[J]. 岩土工程学报. 1998,20(5):77~81
4 沈聚敏. 抗震工程学[M]. 北京:中国建筑工业出版社,2000
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MEI Xiancheng1, 2, CUI Zhen1, 2*, SHENG Qian1, 2, CHEN Jian1, 2, FEI Yang1, 2, TANG Langzhou1, 2, ZHAO Xu3, LI Ruohan4, HUANG Jingqi5. Physical modeling on the coupling effect of strong shaking-fault movement to a fault-crossing tunnel (I): Experimental system and method[J]. , 2026, 45(5): 1304-1320. |
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