Ma Xinbo, Zhang Sumei, Sun Yuping. INTRODUCTION TO AIJ METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 69-74. doi: 10.13204/j.gyjz200402021
Citation:
Ma Xinbo, Zhang Sumei, Sun Yuping. INTRODUCTION TO AIJ METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 69-74. doi: 10.13204/j.gyjz200402021
Ma Xinbo, Zhang Sumei, Sun Yuping. INTRODUCTION TO AIJ METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 69-74. doi: 10.13204/j.gyjz200402021
Citation:
Ma Xinbo, Zhang Sumei, Sun Yuping. INTRODUCTION TO AIJ METHOD OF LOAD-CARRYING CAPACITY OF CONCRETE-FILLED CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 69-74. doi: 10.13204/j.gyjz200402021
The Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures published by Architectural Institute of Japan(AIJ) in 1997 and the Standards for Structural Calculation of Steel Reinforced Concrete Structures(5th edition) published by AIJ in 2001 are 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] Matsui C, Mitani I, Kawano A, et al.AIJ Design Method for Concrete Filled Steel Tubular Structures.In:International Conference on Composite Construction Conventional and Innovative.Innsbruck:1997