首页> 外文会议>International symposium on structual engineering;ISSE 11th >PRIMARY RESEARCH ON PERFORMANCE BASED SEISMIC DESIGN FOR CONCRETE-FILLED STEEL TUBULAR STRUCTURES
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PRIMARY RESEARCH ON PERFORMANCE BASED SEISMIC DESIGN FOR CONCRETE-FILLED STEEL TUBULAR STRUCTURES

机译:钢管混凝土结构基于性能的抗震设计的初步研究

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The theory of performance-based seismic design (PBSD) is the key issue for the modern earthquake engineering research. With comparison of the traditional prescriptive seismic design code based on the bearing capacity design,the PBSD method presents the specific performance object for the buildings. On the base of the background and development of the PBSD about reinforced concrete (RC) structures,some researches and design approaches of PBSD were proposed for the concrete-filled steel tubular (CFST) structures based on the research results on PBSD of RC structures and the mechanical behavior of CFST structures. Some theory analysis was performed to investigate the PBSD performance of CFST structures. This is referred to further study on PBSD for CFST structures.
机译:基于性能的抗震设计理论(PBSD)是现代地震工程研究的关键问题。通过与传统的基于承载力设计的规范抗震设计规范进行比较,PBSD方法提出了建筑物的特定性能指标。在钢筋混凝土结构PBSD的背景和发展的基础上,结合钢筋混凝土结构PBSD的研究结果,提出了钢管混凝土结构PBSD的一些研究和设计方法。 CFST结构的力学行为。进行了一些理论分析,以研究CFST结构的PBSD性能。这被称为关于CFST结构的PBSD的进一步研究。

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