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美国砌体规范的容许应力与强度设计方法——抗剪构件设计

ALLOWABLE STRESS AND STRENGTH DESIGN METHOD OF MASONRY CODE IN THE UNITED STATES——DESIGN OF SHEAR MEMBERS
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摘要 美国砌体结构建筑规范(ACI530—02/ASCE5—02/TMS402—02),2002年规范修订版在容许应力设计原理的基础上,首次给出了砌体结构强度设计准则规定。就该砌体规范的容许应力法和强度设计法进行比较介绍,目的在于了解美国砌体结构建筑规范,为我国砌体结构设计规范的编制提供参考。 The requirements for allowable stress design of masonry were retained and strength design provisions were first included in the American Building Code Requirements for Masonry Structures ( ACI 530 - 02/ASCE 5 - 02/TMS 402 - 02) in the 2002 edition. Allowable stress and strength design method for shearing member are briefly comparted and introduced. The purpose is knowing more about building code for masonry structures in the United States. This will be helpful to compile new design code for masonry and enhance development of building code of masonry structures in China.
作者 叶燕华
机构地区 南京工业大学
出处 《工业建筑》 CSCD 北大核心 2007年第1期101-103,76,共4页 Industrial Construction
基金 江苏省教育厅 省政府出国留学基金资助
关键词 美国砌体规范 容许应力 强度设计 抗剪设计 code for masonry in America allowable stress strength design shear design
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参考文献6

  • 1ACI 530-02/ASCE 5-02/TMS402-02 Building Code Requirements for Masonry Structures
  • 2ACI 530.1-02/ASCE 6-02/TMS 602-02 Specification for Masonry Structures
  • 3UBC1997 Uniform Building Code
  • 4IBC2000 International Building Code
  • 5ASCE 7-98 Minimum Design Loads for Buildings and Other Structures
  • 6GB50003-2001.砌体结构设计规范.[S].,..

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