[1] | HAN Zhifan, WANG Xin. Optimal Design of MTMD Vertical Vibration-Reduction for Horizontal Structures Based on the Combination of Optimal Parameters[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 46-53. doi: 10.3724/j.gyjzG23061103 |
[2] | HE Qingqing, XUE Chen, LI Ran, LAN Tao, MEN Jinjie, ZHAO Tian. Numerical Simulation Analysis on Temperature Fields of Prefabricated Box-Plate Composite Walls[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 30-40. doi: 10.13204/j.gyjzG20042005 |
[3] | ZHANG Qingyu, ZHANG Pingping, LEI Yueqiang, SUN Songfeng, CHEN Baoguang. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF MODULAR BOX-TYPE INTERGRATED HOUSE UNDER HORIZONTAL CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 168-173. doi: 10.13204/j.gyjzG201906100004 |
[4] | Zhao Jianli, Zhao Wei, He Huanhuan, Dong Changchun. EXPERIMENTAL RESEARCH ON VERTICALLY STIFFENED STEEL PLATE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 119-124. doi: 10.13204/j.gyjz201505026 |
[5] | Wu Jie. OPTIMIZATION OF THE BIDIRECTIONAL BEAM STRING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 140-145. |
[6] | Lin Xiangen. COMPARISON OF RELEVANT CHARACTERISTICS OF OPTIMIZED PORTAL FRAME WITH TRADITIONAL DESIGN AND A CHOICE OF SEVERAL REASONABLE DESIGN PARAMETERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 135-138. doi: 10.13204/j.gyjz201307030 |
[7] | Xie Jian, He Fei. OPTIMIZATION DESIGN ON THE ROOF OF LARGE LNG TANK[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 78-81,98. doi: 10.13204/j.gyjz201204017 |
[8] | Li Junfeng, Xu Yan, Yang Xiaodong. OPTIMIZATION DESIGN OF HIGH-RISE SHEAR WALL STRUCTURE WITH STAGGERED STORIES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 151-155. doi: 10.13204/j.gyjz201212033 |
[9] | 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 |
[10] | Zhao Jinyou, Zhang Yaochun. STIFFNESS REQUIREMENTS OF DIAGONAL BRACINGS FOR LONGITUDINAL COLUMN-BRACING SYSTEM UNDER VERTICAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 78-82. doi: 10.13204/j.gyjz201102020 |
[11] | Chen Lin, Zhao Ruirong, Zhou Yun. INFLUENCE OF VERTICAL LOAD ON SHEAR PERFORMANCE OF BUCKLING-RESTRAINED COMPOSITE STEEL PLATE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 100-105. doi: 10.13204/j.gyjz201110024 |
[12] | Yin Yue, Chen Zhihua, Li Shun, You Qizhi, Wang Yifeng. OPTIMUM DESIGN RESEARCH ON STEEL FRAME PRE-HEATER TOWER OF CEMENT KILN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 109-112. doi: 10.13204/j.gyjz200805026 |
[13] | Lin Xiangen, Sheng Ermai. OPTIMAL DESIGN OF PORTAL FRAME UTILIZING PENALTY FUNCTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 86-88. doi: 10.13204/j.gyjz200808022 |
[14] | Yao Qianfeng, Zhang Jiancai, Huang Wei, Wei Xiao, Ma Jing, Yin Qixiang. ANALYSIS OF INTERNAL FORCE CALCULATION OF FRAME-SUPPORTED MULTI-RIBBED SLAB STRUCTURE WALL BEAMUNDER VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 19-23. doi: 10.13204/j.gyjz200801005 |
[15] | Zong Gang, Lou Menglin. AN APPLICABLE OPTIMAL DESIGN METHOD OF TUNED LIQUID DAMPERS FOR MULTI-MODE CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 32-36,31. doi: 10.13204/j.gyjz200702008 |
[16] | Wang Aimin, Wu Minzhe, Yao Qianfeng. FINITE ELEMENT ANALYSIS OF PERFORMANCE OF MULTI-RIBBED COMPOSITE WALL SUBJECTED TO VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 62-66. doi: 10.13204/j.gyjz200611016 |
[17] | 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 |
[18] | Zhang Jingjing. OPTIMIZATION DESIGN FOR NORMAL SECTION OF REINFORCED CONCRETE FLEXURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 100-102. doi: 10.13204/j.gyjz200502028 |
[19] | Zhang Jingjing. OPTIMIZATION DESIGN OF SECTIONAL HEIGHT OF CONTINUOUS BEAM OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 50-52,13. doi: 10.13204/j.gyjz200511015 |
[20] | Chen Mingzhong, Zhou Chenghui. ANALYSIS OF OPTIMUM DESIGN FOR PILED RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 36-39. doi: 10.13204/j.gyjz200407010 |