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. doi: 10.13204/j.gyjz200611025
Citation:
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. doi: 10.13204/j.gyjz200611025
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. doi: 10.13204/j.gyjz200611025
Citation:
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. doi: 10.13204/j.gyjz200611025
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.