SEISMIC DESIGN OF BUILDING STRUCTURES
SEISMIC DESIGN OF BUILDING STRUCTURES
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DOI：
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发表时间：
1972-07
期刊：
影响因子：
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通讯作者：
J. T. Yao;C. Omid'varan;A. Gurpinar;C. L. Hulsbos
中科院分区：
文献类型：
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作者：
J. T. Yao;C. Omid'varan;A. Gurpinar;C. L. Hulsbos
该项目的目的是制定关于受地震荷载作用的建筑结构的设计规范中可能的改进。此外，还对如何将离散力学、统计分析以及混凝土和金属结构抗震性能的概念和方法纳入抗震设计规范提出了建议。本文对现有设计规范的现有文献进行了总结。还研究了地震工程中的设计思想和方法。然后采用了“设计树”技术，在现有规范的背景下提出了建议的改进。此外，还概述了实施这些改进的某些预期问题的方法以及一系列建议。此外，作为背景资料，在三个附录中给出了离散力学、统计方法和结构动力特性方面的文献回顾和一些原创性贡献。第四个附录简单说明了抗震设计的直接方法。
THE PURPOSE OF THIS PROJECT WAS TO FORMULATE POSSIBLE IMPROVEMENTS IN THE DESIGN CODE CONCERNING BUILDING STRUCTURES WHICH ARE SUBJECTED TO EARTHQUAKE LOADS. IN ADDITION, SUGGESTIONS WERE MADE CONCERNING WAYS TO INCORPORATE THE CONCEPTS AND METHODS OF DISCRETE MECHANICS, STATISTICAL ANALYSIS, AS WELL AS EARTHQUAKE BEHAVIOR OF CONCRETE AND METAL STRUCTURES INTO THE SEISMIC DESIGN CODE. AVAILABLE LITERATURE ON EXISTING DESIGN CODES IS SUMMARIZED HEREIN. DESIGN PHILOSOPHIES AND METHODOLOGIES IN EARTHQUAKE ENGINEERING WERE ALSO STUDIED. A "DESIGN-TREE" TECHNIQUE WAS THEN ADAPTED TO PRESENT THE RECOMMENDED IMPROVEMENTS IN THE CONTEXT OF EXISTING SPECIFICATIONS. MOREOVER, APPROACHES TO CERTAIN EXPECTED PROBLEMS FOR THE IMPLEMENTATION OF THESE IMPROVEMENTS WERE OUTLINED ALONG WITH A SET OF RECOMMENDATIONS. FURTHERMORE, LITERATURE REVIEWS AND SOME ORIGINAL CONTRIBUTIONS IN DISCRETE MECHANICS, STATISTICAL METHODS, AND DYNAMIC BEHAVIOR OF STRUCTURES ARE GIVEN IN THREE APPENDICES AS BACKGROUND INFORMATION. A SIMPLE ILLUSTRATION OF THE DIRECT APPROACH TO SEISMIC DESIGN IS CONTAINED IN THE FOURTH APPENDIX.