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作 者:Y. L. MO J. G. NIE V. SIGRIST Z. SUN
机构地区:[1]University of Houston, USA [2]Tsinghua University, China [3]Hamburg University of Technology (TUHH),Germany [4]Research Fellow, Tongji University, China
出 处:《Frontiers of Structural and Civil Engineering》2014年第4期323-324,共2页结构与土木工程前沿(英文版)
摘 要:Shear resistance capacity analysis is a traditional bottleneck problem for the analysis and design of reinforced concrete structures. Along with the use of high performance materials and the geometrical layout optimization of concrete, rebars and other additives, the performance of reinforced concrete components and structures are continuously improved. The testing, modelling and analyzing research works are continuously conducted for the accurate computation and conservative design of the improved concrete components and structures.Shear resistance capacity analysis is a traditional bottleneck problem for the analysis and design of reinforced concrete structures. Along with the use of high performance materials and the geometrical layout optimization of concrete, rebars and other additives, the performance of reinforced concrete components and structures are continuously improved. The testing, modelling and analyzing research works are continuously conducted for the accurate computation and conservative design of the improved concrete components and structures.
分 类 号:TU375[建筑科学—结构工程] TQ328.9[化学工程—合成树脂塑料工业]
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