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contributor authorHanlong Liu
contributor authorYumin Chen
contributor authorTao Yu
contributor authorGui Yang
date accessioned2017-05-08T21:38:32Z
date available2017-05-08T21:38:32Z
date copyrightOctober 2015
date issued2015
identifier other%28asce%29cf%2E1943-5509%2E0000514.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58104
description abstractThis paper presents the findings from both the detailed site investigations and the computational analyses on the Zipingpu concrete-faced rockfill dam (CFRD), a 156-m high dam in which 100-cm permanent settlement and 60-cm horizontal displacement occurred during the 2008 Wenchuan, China, earthquake. The Zipingpu CFRD was 17 km away from the epicenter and was considerably damaged by the Wenchuan earthquake. It was estimated that the peak acceleration in the top of the dam along the axial and vertical direction was about
publisherAmerican Society of Civil Engineers
titleSeismic Analysis of the Zipingpu Concrete-Faced Rockfill Dam Response to the 2008 Wenchuan, China, Earthquake
typeJournal Paper
journal volume29
journal issue5
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000506
treeJournal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
contenttypeFulltext


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