ARCHES

作品数:33被引量:51H指数:4
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相关领域:建筑科学交通运输工程更多>>
相关作者:刘明李永红更多>>
相关机构:上海昂升餐具有限公司科比优化(深圳)家居有限公司中山大学附属肿瘤医院北京医院更多>>
相关期刊:《Journal of Animal Science and Biotechnology》《天津科技大学学报》《现代泌尿外科杂志》《Science China Mathematics》更多>>
相关基金:国家自然科学基金国家重点基础研究发展计划中国博士后科学基金更多>>
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Global Comprehensive Sensitivity Analysis of Arch Dam Construction Parameters Based on Orthogonal Experiment被引量:1
《Transactions of Tianjin University》2017年第5期427-433,共7页Denghua Zhong Zhiqiang Chu Bingyu Ren Mengqi Zhao Tao Guan Wenshuai Song 
supported by the Foundation for Innovation Research Groups of the National Natural Science Foundation of China(No.51621092);National Natural Science Foundation of China(Nos.51339003 and 51409186)
The construction of arch dams exhibits high uncertainty. Sensitivity analysis of construction parameters is important for the design and optimization of dam construction duration. However, current research cannot full...
关键词:Arch dams ARCHES DAMS Uncertainty analysis 
Real-Time Update of Sequence Placement Logic for High Arch Dams Based on Evidence Weight Discount被引量:1
《Transactions of Tianjin University》2017年第3期267-276,共10页Tao Guan Denghua Zhong Bingyu Ren 
supported by the Foundation for Innovative Research Groups of National Natural Science Foundation of China(No.51321065);the Foundation for Key Program of Natural Science Foundation of High Arch Dam(No.51339003);the National Basic Research Program of China(‘‘973’’Program,No.2013CB035904)
Sequence placement logic plays a significant role in construction simulation of high arch dams and directly affects the simulation process and results. To establish a sequence logic for dam block placement, the constr...
关键词:Arch dams ARCHES DAMS 
In-Plane Creep Buckling of Concrete-Filled Steel Tubular Arches
《Transactions of Tianjin University》2014年第3期168-173,共6页蒋伟 吕大刚 
Supported by the National Natural Science Foundation of China(No.51378162,No.51178150);the National Key Technology Research and Development Program of the Ministry of Science and Technology of China(No2013BAJ08B01)
The creep-induced deformation of the arch rib of concrete-filled steel tubular (CFST) arches under a sustained load can increase the bending moment, which may lead to earlier stability failure called creep buckling....
关键词:ARCH concrete-filled steel tubular(CFST) concrete creep BUCKLING Arutyunyan-Maslov (AM)creeplaw steel ratio first-loading age 
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