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美国砌体规范的容许应力与强度设计方法——梁的抗弯设计
引用本文:叶燕华.美国砌体规范的容许应力与强度设计方法——梁的抗弯设计[J].工业建筑,2006,36(11):102-105.
作者姓名:叶燕华
作者单位:南京工业大学,土木工程学院,南京,210009
基金项目:江苏政府出国留学基金 , 江苏省政府出国留学基金
摘    要:美国《砌体结构建筑规范》(ACI 530-02/ASCE 5-02/TMS 402-02),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。

关 键 词:美国砌体结构规范  容许应力  强度设计  抗弯设计
收稿时间:02 8 2006 12:00AM
修稿时间:2006年2月8日

ALLOWABLE STRESS AND STRENGTH DESIGN METHOD OF MASONRY CODE IN THE UNITED STATES——FLEXURE DESIGN
Ye Yanhua.ALLOWABLE STRESS AND STRENGTH DESIGN METHOD OF MASONRY CODE IN THE UNITED STATES——FLEXURE DESIGN[J].Industrial Construction,2006,36(11):102-105.
Authors:Ye Yanhua
Affiliation:College of Civil Engineering, Nanjing University of Technology Nanjing 210009
Abstract: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 bending member are briefly compared 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.
Keywords:code for masonry structures in America allowable stress design strength design flexure design
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