[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] | CHEN Yong, JIAN Bin, LIU Chong. RESEARCH ON SEISMIC PERFORMANCES OF FIRST ASEISMIC GRADE FRAMES WITH PSRC VIERENDEEL TRUSS TRANSFER STORIES UNDER MAIN-AFTER SHOCKS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 45-52,105. doi: 10.13204/j.gyjzG20071008 |
[3] | 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 |
[4] | HUANG Xin, LI Yi, ZHU Xudong, HU Xueying, LYU Yang. DAMAGE ANALYSIS OF HIGH-RISE BUILDING STRUCTURES WITH ASYMMETRIC VERTICAL SETBACKS UNDER RARE EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 79-84. doi: 10.13204/j.gyjz202006013 |
[5] | Pang Jinghua, Wu Honglei, Qiu Linbo. DESIGN APPLICATION OF HIGH STRENGTH STEEL IN GREENLAND CENTRAL PLAZA IN ZHENGZHOU[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 43-47. doi: 10.13204/j.gyjz201403011 |
[6] | Zhang Teng, Wu Xiaohan, He Jinsheng. ELASTO-PLASTIC TIME HISTORY ANALYSIS OF STRUCTURE AND CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 90-94. doi: 10.13204/j.gyjz201406021 |
[7] | Wang Quan, Zhuang Jialei, Wang Jianguo, Qian Feng. DECENTRALIZED OPTIMAL ITERATIVE LEARNING CONTROL OF SEISMIC RESPONSE OF TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 18-23. doi: 10.13204/j.gyjz201302004 |
[8] | 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 |
[9] | Wu Jiwei. COMPARISON OF FORCE-BASED SEISMIC DESIGN METHOD WITH DISPLACEMENT-BASED SEISMIC DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 36-41. doi: 10.13204/j.gyjz201007011 |
[10] | Bai Xiaohong, Bai Guoliang. EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 31-35. doi: 10.13204/j.gyjz201007010 |
[11] | Nie Jianguo, Huang Yuan. A SIMPLIFIEDMODEL FOR HIGH-RISE BUILDINGS CONSIDERING THE IN-PLANE DEFORMATION OF COMPOSITE FLOOR SLAB[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 5-8. doi: 10.13204/j.gyjz200803002 |
[12] | Li Jianpu, Li Zhenzhong. DIFFERENT MEASURE METHODS USED TOGETHER FOR ONE HIGH-RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 112-114. doi: 10.13204/j.gyjz200702029 |
[13] | 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 |
[14] | Qin Cong-lv, Qian Lei, Gan Gang, Zhang Ai-hui. SEISMIC DESIGN OF AN APARTMENT BUILDING WITH BOTTOM WEAK STORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 36-38. doi: 10.13204/j.gyjz200610011 |
[15] | Duan Hongxia, Li Zhengliang. RESEARCH ON DESIGN MEASURES FOR SEISMIC RESISTANCE OF RC MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 22-26. doi: 10.13204/j.gyjz200601008 |
[16] | 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 |
[17] | 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 |
[18] | 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 |
[19] | Sun Bingnan, LüChaokun, Mao Guodong. STMD CONTROL FOR SEISMIC RESPONSE OF TALL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 39-42. doi: 10.13204/j.gyjz200507012 |
[20] | Ding Youliang, Li Aiqun. INFLUENCE OF HIGH-ORDER VIBRATION MODES ON THE SEISMIC RESPONSE OF STEEL TOWER BUILT ATOP OF A HIGH-RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 100-102. doi: 10.13204/j.gyjz200508025 |