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
Citation:
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
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
Citation:
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
ANALYSIS OF INTERNAL FORCE CALCULATION OF FRAME-SUPPORTED MULTI-RIBBED SLAB STRUCTURE WALL BEAMUNDER VERTICAL LOAD
Received Date: 2007-08-07Publish Date:
2008-01-20
Abstract
Based on the experimental study on different scaled models of the frame-supported multi-ribbed slab wall beam under monotonously vertical load, it is discussed the mechanical behavior of the wall beam under vertical load. Moreover, the main factors affecting the internal force distribution are studied by means of finite element analysis. According to the theory of elastic foundation beam and quoting the trigonometric series analysis, the internal force calculation formula of the frame-supported multi-ribbed wall beam is put forward, and the internal force correction coefficient in the formula is obtained by regression analysis at the same time. Theoretical analysis and experimental results show that there has strong combination action between the trimmer beam and multi-ribbed composite wall, and the results calculated by the practical internal force calculation formula can be closer to the experimental values.
References
姚谦峰, 马 静, 黄 炜. 密肋复合墙体双参数地震损伤模型研究. 西安交通大学学报(自然科学版), 2007, 41(7) : 832-836
[2] 马 静, 黄 炜, 姚谦峰. 密肋壁板结构中复合墙体的竖向承载力及稳定性研究. 西安建筑科技大学学报(自然科学版), 2007, 39
(2) : 187-192
[3] 姚谦峰, 陈 平, 张 荫, 等. 密肋壁板轻框结构节能住宅体系研究. 工业建筑, 2003, 33(1) : 1-5
[4] 吕西林, 金国芳, 吴晓涵. 钢筋混凝土结构非线性有限元理论与应用. 上海: 同济大学出版社, 1997
[5] A-l Mahaidi R S H. Nonlinear Finit e Element Analysis of Reinforced
Concrete Subject ed to Shear Loading.Heron, 1981, 26(1)
[6] 黄 炜, 姚谦峰, 张旭峰, 等. 新型复合墙体弹性抗侧刚度计算分析. 工程抗震与加固改造, 2005(2) : 1-7
[7] GB 50003-2002 砌体结构设计规范
[8] 周继凯, 杜钦庆. 考虑水平力作用的改进型文克勒地基模型. 河海大学学报, 2004, 32(6) : 669-673
[9] 贾英杰. 中高层密肋壁板结构计算理论及设计方法研究: [博士学位论文]. 西安: 西安建筑科技大学, 2004
Relative Articles
[1] SU Sanqing, HAN Song, WANG Wei, LI Yu, JIANG Hao. ANALYTICAL STUDY OF THE BEARING CAPACITY FOR DOWEL-TYPE CONNECTIONS IN GLUED TIMBER WITH SLOTTED STEEL PLATES BASED ON THE BEAM ON ELASTIC FOUNDATION [J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 143-149. doi: 10.13204/j.gyjzG20121417
[3] Shen Jiajia, Tong Genshu, Deng Hua. STUDY ON SOME KEY PROBLEMS RELATED TO CRANE BEAM-RAIL SYSTEM UNDER WHEEL PRESSURE [J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 132-139. doi: 10.13204/j.gyjz201410027
[4] 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
[5] Liu Hongyan, Li Houen, Huang Yushi, LüShuran. DISPLACEMENT CALCULATION OF NEARBY UNDERGROUND PIPELINE CAUSED BY DEEP EXCAVATION BASED ON FIELD TEST OF GROUND DISPLACEMENT [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 72-74,94. doi: 10.13204/j.gyjz201110018
[6] Wang Zanzhi, Jiang Linyan, Xin Lifeng, Tian Yi, Li Xingyao, Huang Shibin, Tang Xianyuan, Hu Xizhang. FREE VIBRATION ANALYSIS OF THE BEAM INTERACTION WITH THE VISCOELASTIC FOUNDATION [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 57-61. doi: 10.13204/j.gyjz200910015
[7] Yao Qianfeng, Jing Gang, Huang Wei, Chen Guoxin. STUDY ON RIGID FRAME-EQUIVALENT BRACE MODEL OF MULTI-RIBBED SLAB STRUCTURE [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 52-56,51. doi: 10.13204/j.gyjz200908014
[8] Fan Dewei, Li Dayong, Zhang Xuechen. ANALYSIS OF VERTICAL DISPLACEMENT AND INNER FORCES IN BURIED PIPELINES CAUSED BY METRO TUNNELING [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 85-89. doi: 10.13204/j.gyjz200909018
[9] Ding Yonggang, Jia Yingjie, Yuan Quan, Yao Qianfeng. ANALYSIS OF THE INTERNAL FORCE COEFFICIENT OF THE TRIMMER BEAM OF TWO-SPAN FRAME-SUPPORTED MULTI-RIBBED WALL BEAM [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 59-63,121. doi: 10.13204/j.gyjz200809018
Proportional views
Created with Highcharts 5.0.7 Amount of access Chart context menu Abstract Views, HTML Views, PDF Downloads Statistics Abstract Views HTML Views PDF Downloads 2024-05 2024-06 2024-07 2024-08 2024-09 2024-10 2024-11 2024-12 2025-01 2025-02 2025-03 2025-04 0 2.5 5 7.5 10 12.5 15 Created with Highcharts 5.0.7 Chart context menu Access Class Distribution FULLTEXT : 23.9 % FULLTEXT : 23.9 % META : 76.1 % META : 76.1 % FULLTEXT META Created with Highcharts 5.0.7 Chart context menu Access Area Distribution 其他 : 42.4 % 其他 : 42.4 % Central District : 6.5 % Central District : 6.5 % China : 3.3 % China : 3.3 % 上海 : 1.1 % 上海 : 1.1 % 北京 : 5.4 % 北京 : 5.4 % 南平 : 1.1 % 南平 : 1.1 % 台州 : 1.1 % 台州 : 1.1 % 张家口 : 8.7 % 张家口 : 8.7 % 日照 : 1.1 % 日照 : 1.1 % 淮北 : 1.1 % 淮北 : 1.1 % 湖州 : 1.1 % 湖州 : 1.1 % 芒廷维尤 : 15.2 % 芒廷维尤 : 15.2 % 衢州 : 3.3 % 衢州 : 3.3 % 西宁 : 4.3 % 西宁 : 4.3 % 重庆 : 1.1 % 重庆 : 1.1 % 阳泉 : 3.3 % 阳泉 : 3.3 % 其他 Central District China 上海 北京 南平 台州 张家口 日照 淮北 湖州 芒廷维尤 衢州 西宁 重庆 阳泉
Login
Register
E-alert
DownLoad: