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Shear distribution coefficient study of new inland large-head wharf structure under horizontal force

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成果类型:
期刊论文、会议论文
作者:
Zou, Kaiming*;Liu, Xiaoping
通讯作者:
Zou, Kaiming
作者机构:
[Zou, Kaiming; Liu, Xiaoping] Changsha Univ Sci & Technol, Sch Hydraul Engn, Changsha 410076, Hunan, Peoples R China.
通讯机构:
[Zou, Kaiming] C
Changsha Univ Sci & Technol, Sch Hydraul Engn, Changsha 410076, Hunan, Peoples R China.
语种:
英文
关键词:
Frame structure;Horizontal force;New wharf structure;Numerical analysis;Shear distribution coeficient
期刊:
Advanced Materials Research
ISSN:
1022-6680
年:
2013
卷:
639-640
期:
1
页码:
177-182
会议名称:
1st International Conference on Advances in Civil Infrastructure Engineering (ICACIE 2012)
会议论文集名称:
Advanced Materials Research
会议时间:
SEP 15-16, 2012
会议地点:
Changsha, PEOPLES R CHINA
会议主办单位:
[Zou, Kaiming;Liu, Xiaoping] Changsha Univ Sci & Technol, Sch Hydraul Engn, Changsha 410076, Hunan, Peoples R China.
会议赞助商:
Cent S Univ Forestry & Technol, Hunan Univ, Univ So California, Univ California Davis, Sapienza Univ Rome, Natl Nat Sci Fdn, Cent S Univ, Xiangtan Univ, Changsha Univ Sci & Technol, Hunan Univ Sci & Technol, Hunan Univ Technol, Univ S China, Survey & Design Inst, Hunan Prov Commun Plann, Foshan Highway & Bridge Construct Co Ltd
主编:
Zhou, XY He, GJ Fan, YL Xiao, Y Kunnath, SK Monti, G
出版地:
LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND
出版者:
TRANS TECH PUBLICATIONS LTD
ISBN:
978-3-03785-584-3
机构署名:
本校为第一且通讯机构
院系归属:
水利工程学院
摘要:
Load distribution machannism between bents of piled wharf is an important issue.In view of the shortage of the traditional design method for piled wharf structure,this paper established the nonlinear structure-soil numerical model by finite element method software ANSYS.Based on the numerical analysis method, shear distribution coefficient of three different structure themes under high water conditions and low water conditions were Analyzed.Through post-processing process,information about the moment,shear stess of piles were obtained.The results showed that the integrity and capacity of resti...

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