[1] | LI Zhongcheng, ZHOU Yanbing, LAN Tianyun, DONG Zhanfa, XIONG Meng. Performance Evaluation of Prestressed Concrete Containment Sturctuce Based on Finite Element Model Updating[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 84-88,77. doi: 10.13204/j.gyjzG22070417 |
[3] | Zhao Min Wang Lijuan, . RESEARCH ON THE STRENGTH CHARACTERISTICS OF REMOLDED LOESS FOR EMBANKMENT SLOPE UNDER VERTICAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 106-110. doi: 10.13204/j.gyjz201510020 |
[4] | Wang Juan, Zhao Junhai, Liu Qi, Li Yan. AXIAL BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMN WITH DOUBLE CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 151-154. doi: 10.13204/j.gyjz2001407031 |
[5] | Huang Wei, Zhang Min, Zhang Chenghua, Jiang Xiaoping, Hou Lina. STUDY OF METHOD OF DISPLACEMENT-BASED SEISMIC DESIGN OF MULTI-LAYER ECOLOGICAL COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 68-73. |
[6] | Hu Hexiang, Song Fuyuan, Geng Dongqing, Guo Heng. APPLICATION OF LADE-DUNCAN CRITERION IN EARTH PRESSURE CALCULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 109-112,166. doi: 10.13204/j.gyjz201312020 |
[7] | Li Yan, Zhao Junhai, Liang Wenbiao, Zhang Dongfang. STUDY ON ULTIMATE BEARING CAPACITY OF DUMBBELL SHAPED CONCRETE-FILLED STEEL TUBULAR COLUMN BASED ON TWIN SHEAR UNIFIED STRENGTH THEORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 137-143. doi: 10.13204/j.gyjz201305029 |
[8] | Liu Zhao, Zhao Junhai, Wang Juan, Zhu Qian, Wu Sai. BEARING CAPACITY ANALYSIS OF AXIALLY COMPRESSED CIRCULAR TUBED STEEL REINFORCED CONCRETE SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 109-112,132. doi: 10.13204/j.gyjz201212023 |
[9] | Zhu Qian, Zhao Junhai, Wang Juan, Wang Su, Liu Zhao. BEARING CAPACITY OF RPC FILLED STEEL SHORT TUBE COLUMNS BASED ON THE UNIFIED STRENGTH THEORY AND THE BOND-SLIP THEORY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 127-130,120. doi: 10.13204/j.gyjz201211027 |
[10] | Zhang Yin, Lu Junlong, Huang Wei, Zhang Weifeng, Tian Jie. ANALYSIS OF OPTIMUM DESIGN OF PILE-RAFT FOUNDATION OF ECOLOGICAL COMPOSITE WALL STRUCTRUE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 37-40,11. doi: 10.13204/j.gyjz201208008 |
[11] | Huang Wei, Jiang Xiaoping, Zhang Chenghua, Chen Xin, Zhang Yin, Xu Qin. SEISMIC EVALUATION OF ECOLOGICAL COMPOSITE WALL STRUCTURE BASED ON IDA[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 1-5. doi: 10.13204/j.gyjz201208001 |
[12] | 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 |
[13] | Wang Juan, Zhao Junhai, Zhu Qian, Zhang Zhichao, Liu Qi. AXIAL BEARING CAPACITY OF FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 130-133. doi: 10.13204/j.gyjz201111028 |
[14] | Huang Wei, Xue Weiwei, Zhang Chenghua, Li Yunzhang. PUSHOVER ANALYSIS OF SOIL-PILE-ECO-COMPOSITE WALLS INTERACTION SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 79-83. doi: 10.13204/j.gyjz201112018 |
[15] | Meng Shaoping, Wu Chang, Xiong Jun, Zhou Zhen. DISCUSSION ON THE NONLINEAR FINITE ELEMENT ANALYSIS OF PRESTRESSED CONCRETE COMPLEX STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 1-4. doi: 10.13204/j.gyjz200912001 |
[16] | Ju Huan, Tang Ying, Zhang Changguang. RESEARCH ON BEARING CAPACITY OF CONCENTRICALLY LOADED STUB COLUMNS REINFORCED BY CONCRETE FILLED CFRP-STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 95-97. doi: 10.13204/j.gyjz200907026 |
[17] | Chen Changfu, Xiao Shujun. DETERMINATION METHOD OF THE RATIONAL ANCHORAGE LENGTH OF ANTI-SLIDE PILE BASED ON UNIFIED STRENGTH THEORY AND WEIGHTED RESIDUAL METHOD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 85-89. doi: 10.13204/j.gyjz200901018 |
[18] | Guo Hongxiang, Zhao Junhai, Wei Xueying. ANALYSIS OF BEARING CAPACITY OF CONCRETE-FILLED SQUARE STEEL TUBE COLUMN UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 9-11,4. doi: 10.13204/j.gyjz200803003 |
[19] | Huang Zheng-rong, Liang Jing-hua. ANALYSIS OF THREE-DIMENSION SLOPE STABILITY BY STRENGTH REDUCTION FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 59-64. doi: 10.13204/j.gyjz200606018 |