Wang Xin, Yang Shirong, Feng Yonggang. THE ON-SITE TEST OF PUMPING PRESSURE OF CONCRETE-FILLED STEEL TUBE PUMPING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 98-101. doi: 10.13204/j.gyjz200912024
Citation:
Ma Xinbo, Zhang Sumei. INTRODUCTION TO AISC-LRFD METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 61-64. doi: 10.13204/j.gyjz200402019
Wang Xin, Yang Shirong, Feng Yonggang. THE ON-SITE TEST OF PUMPING PRESSURE OF CONCRETE-FILLED STEEL TUBE PUMPING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 98-101. doi: 10.13204/j.gyjz200912024
Citation:
Ma Xinbo, Zhang Sumei. INTRODUCTION TO AISC-LRFD METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 61-64. doi: 10.13204/j.gyjz200402019
The load and resistance factored designing method of American Institute of Steel Construction is introduced for the load-carrying capacity of concrete-filled circular steel tubes, which includes the basic parameters, load_carrying capacity of the members subjected to axial compressive load, axial compressive load and bending moment, as well as pure bending moment.At the same time, comments are made to the background of the design formulas and their characteristics.
[2] William T Segui.LRFD Steel Design(Second Edition).California:Books/Code Publishing Company, 1998
Load and Resistance Factor Design Specification for Structural Steel Buildings.American Institute of Steel Construction, INC, 1999
[3] Xiao Yan.Concrete Filled Steel Tubular Column Design Based on AISC LRFD Methods.In:International Conference on Composite Construction Conventional and Innovative.Innsbruck:1997
Wang Xin, Yang Shirong, Feng Yonggang. THE ON-SITE TEST OF PUMPING PRESSURE OF CONCRETE-FILLED STEEL TUBE PUMPING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 98-101. doi: 10.13204/j.gyjz200912024
Wang Xin, Yang Shirong, Feng Yonggang. THE ON-SITE TEST OF PUMPING PRESSURE OF CONCRETE-FILLED STEEL TUBE PUMPING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 98-101. doi: 10.13204/j.gyjz200912024