[1] | Huang Wei, Li Jianxun, Zhang Chenghua, Shang Chunlin, Li Min. ANALYSIS OF ULTIMATE BEARING CAPACITY OF ECO-COMPOSITE WALL WITH OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 60-67. doi: 10.13204/j.gyjz201403015 |
[2] | Huang Wei, Chen Junying, Liu Jieyu, Zhang Chenghua. STUDY ON FAILURE MODES OF FUNDAMENTAL ELEMENT OF ECOLOGICAL COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 68-73. doi: 10.13204/j.gyjz201403016 |
[3] | Yang Xuejiao, Huang Wei, Hou Lina, Mu Lin, Zhang Yin. RESEARCHING ON SEISMIC PERFORMANCES AND CAPACITY OF RESISTING SHEAR OF THE UNITED LIMB ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 27-32. doi: 10.13204/j.gyjz201208006 |
[4] | Huang Wei, Wang Junyuan, Zhang Chenghua, Chen Guoxin, Zhao Dong, Zhang Yin. ULTIMATE SHEAR BEARING CAPACITY ANALYSIS OF ECO-COMPOSITE WALL BASED ON THE TWIN SHEAR UNIFIED STRENGTH THEORY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 23-26,17. doi: 10.13204/j.gyjz201208005 |
[5] | Zhao Dong, Zhang Chenghua, Huang Wei, Zhang Wenyin. ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 56-59. doi: 10.13204/j.gyjz201211013 |
[6] | Zhang Wenbing, Zhang Chenghua, Huang Wei, Xu Qin, Chen Haiyan. SHEAR BEARING CAPACITY OF DIAGONAL SECTION ANALYSIS OF SITE WALLING STIFFENING RIB ECOLOGICAL COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 33-36. doi: 10.13204/j.gyjz201208007 |
[7] | Pang Naiyong, Jia Yingjie, Xia Lei. ANALYSIS OF FACTORS INFLUENCING PERFORMANCE OF FRAME-SUPPORTED MULTI-RIBBED WALL BEAM UNDER VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 54-57. doi: 10.13204/j.gyjz201202012 |
[8] | Wu Kai, Xue Jianyang, Zhao Hongtie. STUDY ON SHEAR PERFORMANCE OF SRC-RC TRANSFER COLUMN WITH SHORT COLUMN FAILURE PATTERN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 51-54,64. doi: 10.13204/j.gyjz201011014 |
[9] | Hou Lina, Yao Qianfeng, Huang Wei, Jing Gang, Chen Guoxin. MULTI-OBJECTIVE OPTIMIZATION DESIGN METHOD OF MULTI-RIBBED COMPOSITE WALL BASED ON GA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 48-51. doi: 10.13204/j.gyjz200910013 |
[10] | Wang Aimin, Yao Qianfeng, Wu Minzhe. NONLINEAR NUMERICAL ANALYSIS OF INFLUENCE OF FILLED-BLOCK ON BEHAVIOR OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 9-13. doi: 10.13204/j.gyjz200801003 |
[11] | He Mingsheng, Yao Qianfeng, Chen Guoxin, Huang Wei. RESEARCH ONMECHANICAL BEHAVIOR AND INFLUENCE FACTORS OF MULTI-RIBBED SLAB STRUCTURE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 14-18. doi: 10.13204/j.gyjz200801004 |
[12] | He Mingsheng, Yao Qianfeng, Huang Wei, Li Bin. STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 70-73. doi: 10.13204/j.gyjz200809021 |
[13] | Xiong Yaoqing, Yao Qianfeng. NUMERICAL ANALYSIS OF THERMAL STRESSES OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 40-44. doi: 10.13204/j.gyjz200801010 |
[14] | Zhang Xufeng, Yao Qianfeng, Huang Wei. RESEARCH ON ELASTO-PLASTICMACRO-MODEL OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 36-39,44. doi: 10.13204/j.gyjz200801009 |
[15] | Yao Qianfeng, Hou Lina, Huang Wei, Lu Zhengfeng. EQUIVALENT OBLIQUE COMPRESSION BAR MODEL OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 4-8,23. doi: 10.13204/j.gyjz200801002 |
[16] | Chen Guoxin, Yao Qianfeng, Huang Wei. ANALYSIS OF VERTICAL BEARING CAPACITY OF MULTI-RIBBED COMPOSITE WALL BASED ON THE TWIN SHEAR UNIFIED STRENGTH THEORY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 28-30,53. doi: 10.13204/j.gyjz200801007 |
[17] | Zhang Liang, Yao Qianfeng, Jiao Tietao. RESEARCH ON AN EQUIVALENT MATRIX-INCLUSION COMPOSITE SLAB MODEL FOR AMULTI-RIBBED SLAB WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 24-27,35. doi: 10.13204/j.gyjz200801006 |
[18] | Zhou Tiegang, Huang Wei, Yao Qianfeng, Tian Yingxia. SIMPLIFIED CALCULATION MODEL UNDER MONOTONE VERTICAL LOADING OF THE NEW MULTI-WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 56-59. doi: 10.13204/j.gyjz200508014 |