[1] | YU Wen-zheng, SUN Bo-feng, YING Wei, DONG Ting-shun. Research on Seismic Isolation and Seismic Reduction of High-Rise Buildings Bases in High Intensity Area[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 94-100,107. doi: 10.13204/j.gyjzg21052302 |
[2] | TANG Kangsheng, WU Yan, SHENG Tao, CHEN Xiaoming. EXPERIMENTAL RESEARCH ON BASE ISOLATION MODEL OF OVER-TRACK HIGH-RISE BUILDINGS USING A NEW TYPE OF BEARING[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 76-81,163. doi: 10.13204/j.gyjzG20052403 |
[3] | Liu Wenyan. STRUCTURAL DESIGN OF A SUPER-HIGH-RISE OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 157-162. doi: 10.13204/j.gyjz2001412027 |
[4] | Yue Feng, Li Guoqiang, Yuan Yong. DESIGN AND CALCULATION OF INTEGRAL-LIFT SCAFFOLDS FOR TALL BUILDING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 6-10,32. doi: 10.13204/j.gyjz201101002 |
[5] | Guo Meng, Shi Linkai. STUDY ON STRUCTURAL DESIGN OF SPECIAL-SHAPED FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 70-73. doi: 10.13204/j.gyjz200906017 |
[6] | Tang Xingrong, Mao Xiaoyong, Gu Qiang, Yu Anlin. STRUCTURAL DESIGN OF MEGA SPATIAL STEEL TUBE ELLIPTICAL ARCH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 92-95,29. doi: 10.13204/j.gyjz200806024 |
[7] | Xin Li, Liang Xingwen. DIRECT DISPLACEMENT-BASED SEISMIC DESIGN METHOD OF HIGH-RISE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 6-10,53. doi: 10.13204/j.gyjz200807002 |
[8] | Guo Jianfei. DISCUSSION ON VERTICAL DEFORMATION DIFFERENCE OF TALL R.C. BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 41-43,68. doi: 10.13204/j.gyjz200812012 |
[9] | Liu Jingsong, Qiu Tao, Wang Cuikun, Liu Junjin. SHAKING TABLE EXPERIMENTAL STUDY ON AN IRREGULAR TALL BUILDING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 30-33. doi: 10.13204/j.gyjz200807007 |
[10] | Yang Xiaoming, Zhou Dongming, Li Haifeng. THE SEISMIC CONSTRUCTIONAL DISPOSALON THE COLUMN BASE JOINT OF STEEL FRAME ADDING STORY ON THE TOP OF A TALL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 113-114,118. doi: 10.13204/j.gyjz200709026 |
[11] | Cui Chunyi, Luan Maotian, Yang Qing. NUMERICAL ANALYSIS OF ENTIRE INTERACTIVE SYSTEM OF RAFT FOUNDATION CONSIDERING STRUCTURAL STIFFNESS EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 57-61,68. doi: 10.13204/j.gyjz200701015 |
[12] | Li Guangxing, Cai Jian, Yang Chun, Lin Fan. STUDY ON EQUIVALENT BEAM CALCULATING MODEL OF REINFORCED CONCRETE FLAT SLAB-T-COLUMN STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 54-56. doi: 10.13204/j.gyjz200706014 |
[13] | Liu Zheng, Sun Jun, Wang Hai-ying. STRUCTURAL DESIGN AND SAFETY OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 46-49,32. doi: 10.13204/j.gyjz200605014 |
[14] | Wang Fa-wu, Tang Gan, Yang Jie. OPTIMAL LATERAL DEFLECTION DESIGN OF TALL BUILDINGS OF FRAMES AND SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 38-42. doi: 10.13204/j.gyjz200606013 |
[15] | Chen Jianbin, Ding Jiemin, Wang Yongchun. DESIGN OF STEEL TRUSS FOR UPPER SIDE RECONSTRUCTION OF HIGH-RIS E BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 67-68,85. doi: 10.13204/j.gyjz200501021 |
[16] | Wang Haizhong, Zhao Tianyu. STRUCTURAL DESIGN AND MODES OF FAILURE ANALYSIS OF SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 97-99,120. doi: 10.13204/j.gyjz200508024 |
[17] | Peng Fuming, Yue Qingrui, Hao Jiping, Yang Yongxin. LOAD TRANSFER ANALYSIS OF STEEL STRUCTURES REPAIRED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 26-30,109. doi: 10.13204/j.gyjz200508006 |
[18] | Chang Linrun, Luo Zhenbiao. SERVICE STRUCTURE CALCULATING SOFTWARE AND SRUCTURE CONCEPTUAL DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 56-59,84. doi: 10.13204/j.gyjz200505015 |
[19] | Zhao Yuxing, Zhang Xiaojie. A STRUCTURALLY TECTONIC TREATMENT FOR SPLIT-LEVEL HIGH-RISE BUILDING OR SPLIT-LEVEL TIER BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 95-97. doi: 10.13204/j.gyjz200506028 |
[20] | Wu Qing, Hao Yamin. THE STRUCTURE DESIGN AND CONSTRUCTION OF THE NEW LEIFENG PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 19-22. doi: 10.13204/j.gyjz200412005 |