Ding Sheng-guo, Ding Ting, Wang Hong-ying, Mu Wen-lun. RESEARCH ON THE SHEAR-TORSION EFFECT OF THE IRREGULAR PLANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 43-46,64. doi: 10.13204/j.gyjz200606014
Citation:
Ding Sheng-guo, Ding Ting, Wang Hong-ying, Mu Wen-lun. RESEARCH ON THE SHEAR-TORSION EFFECT OF THE IRREGULAR PLANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 43-46,64. doi: 10.13204/j.gyjz200606014
Ding Sheng-guo, Ding Ting, Wang Hong-ying, Mu Wen-lun. RESEARCH ON THE SHEAR-TORSION EFFECT OF THE IRREGULAR PLANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 43-46,64. doi: 10.13204/j.gyjz200606014
Citation:
Ding Sheng-guo, Ding Ting, Wang Hong-ying, Mu Wen-lun. RESEARCH ON THE SHEAR-TORSION EFFECT OF THE IRREGULAR PLANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 43-46,64. doi: 10.13204/j.gyjz200606014
The non-simultaneous stiffness equations, whose fundamental unknown variations are floorcs displacements uk、vkOk are obtained from three conditions of static force equilibriums, displacement compatibility and mechanic relation ofmaterial.The means is conveniently for the analysis of structural layout in the preliminary design phase. Some internal force distribution features of tall building structure are concluded on the basis of a great quantity of typical calculated examples.