RESEARCH ON THE SPATIAL EFFECT OF STEEL FRAME WITH ENCLOSURE WALLS

Yang Xiaojie; Meng Yongjie; Jin Xiaofei; Cao Zhenggang; Fan Feng

doi:10.13204/j.gyjz201306026

Volume 43 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(6): 129-133,137

Liu Junlong, Yu Hongfa, Sun Wei, Chen Shudong. EFFECT OF EXTERNAL CHLORIDE SALT ENVIRONMENT ON CHLORIDE BINDING CAPABILITY OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 103-106. doi: 10.13204/j.gyjz201104022

Citation:

Yang Xiaojie, Meng Yongjie, Jin Xiaofei, Cao Zhenggang, Fan Feng. RESEARCH ON THE SPATIAL EFFECT OF STEEL FRAME WITH ENCLOSURE WALLS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 129-133,137. doi: 10.13204/j.gyjz201306026

Citation:

PDF( 0 KB)

RESEARCH ON THE SPATIAL EFFECT OF STEEL FRAME WITH ENCLOSURE WALLS

doi: 10.13204/j.gyjz201306026

1.
1. Technology Center,China Construction Engrg Corp.Ltd,Beijing 101300,China;
2.
2. China IPPR International Engineering Corporation,Beijing 100089,China;
3.
3. Harbin Institute of Technology,Harbin 150090,China

Received Date: 2013-01-25
Publish Date: 2013-06-20

Abstract

Abstract

In order to know the effect of embedded wallboard on the mechanical behavior of steel frame and the spatial mechanical behavior of steel frame with wallboard, ANSYS was used to establish the strong axis and weak axis plane framework with wallboard to analyze the effect of the wallboard on empty frame.On this basis, a single span two-layer space frame model was established to analyze the spatial mechanical behavior of steel frame with different disposal of wallboard.The result shows that the longitudinal framework with wallboard can make the bearing capacity of horizontal empty framework increase by more than 20%.It can be designed the steel frame with walls by setting the spring unit in each story of the empty frame.This way was verified by analyzing the six-story frame structure.
- steel frame with enclosure walls,
- space effect,
- storey stiffness

FullText(HTML)

References(10)

References

邹晶,李元齐．钢结构住宅在我国的发展现状及存在问题[J].钢结构,2007,22(7):10－11.

[2] 戚超龙,方滨．新型轻钢住宅结构的发展现状[J].国外建材科技,2007,28(3):15－17.

[3] 颜宏亮,马林．墙体改革与轻钢结构住宅体系的发展[J].住宅科技,2001(8):39－41.

[4] 张建新,刘雁,环志中．国外钢结构住宅的发展历史浅析[J].钢结构,2005,20(4):5－6.

[5] 金晓飞,孙建运．国内钢结构住宅现状调研[J].钢结构进展与市场,2011,4(9):50－53.

[6] 李国强,王城．外挂式和内嵌式 ALC 墙板钢框架结构的滞回性能试验研究[J].钢结构,2005,20(1):52－55.

[7] 许刚．镶嵌式填充墙钢框架抗侧力性能试验研究[D].天津:天津大学,2007.

[8] 颜雪洲．轻质高性能混凝土力学性能试验研究及新型复合墙体性能分析[D].北京:北京交通大学,2006.

[9] 尚晓江,邱峰,赵海峰,等.ANSYS 结构有限元高级分析方法与范例应用[M].北京:中国水利水电出版社,2005.

[10] 田海,陈以一.ALC 板材抗剪性能系列试验研究[C]∥中国力学学会第14届全国结构工程学术会议论文集．北京:2005:417－423．

Relative Articles

[1]	HAN Dongdong, MEN Yuming, WANG Peng. MODEL TESTS ON INFLUENCES OF STIFFNESS AND SPACING FOR BEAMS ON LATTICE BEAMS BY PRESTRESSED ANCHORAGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 136-141. doi: 10.13204/j.gyjzG20052107
[2]	LIU Dianzhong, LI Hongxian, YANG Kai. MECHANICAL PERFORMANCE TESTS AND NUMERICAL SIMULATIONS OF COMPOSITE CONCRETE TWO-WAY SLABS REINFORCED WITH COLD-FORMED THIN-WALL SQUARE STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 170-179,198. doi: 10.13204/j.gyjzG20020408
[3]	Li Xiaofen Liu Lixin Zhang Huipeng, . EXPERIMENTAL STUDY OF FATIGUE BEHAVIOR OF THE PRESTRESSED CONCRETE BEAMS WITH PRETENSIONED BENT-UP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 95-101. doi: 10.13204/j.gyjz201507020
[4]	Fu Qiang, Luo Lina, Jin Lingzhi, Cao Xia. EXPERIMENTAL RESEARCH ON STIFFNESS OF HIGH-STRENGTH REINFORCED REACTIVE POWDER CONCRETE SIMPLE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 78-83.
[5]	Tang Lei, Guo Zhengxing, Ding Guiping. STRUCTURAL PERFORMANCE TEST RESEARCH ON THE NEW STEEL BAR TRUSS CONCRETE SUPERIMPOSED TWO-WAY SLAB[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 49-53. doi: 10.13204/j.gyjz201311012
[6]	Chen Anying, Guo Zhengxing. WHOLE FRAME EXPERIMENTAL STUDY ON JOINT STIFFNESS OF STEEL TUBULAR SCAFFOLD WITH COUPLERS BASED ON DISPLACEMENT BACK ANALYSIS THEORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 97-102. doi: 10.13204/j.gyjz201303021
[7]	Xue Jianyang, Lin Jianpeng, Ma Hui, Chen Zongping, Cui Weiguang. STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 109-113. doi: 10.13204/j.gyjz201308024
[8]	Yang Yongxin, Wang Jiangen, Wang Quanfeng. EXPERIMENTAL RESEARCH ON DEFORMATION OF REINFORCED CONCRETE BEAM WITH HRBF500 STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 62-65. doi: 10.13204/j.gyjz201107014
[9]	Xiong Xueyu, Huang Weiyi, Gao Feng. EXPERIMENTAL STUDY ON SHORT-TERM STIFFNESS OF PRESTRESSED STEEL REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 30-33,11. doi: 10.13204/j.gyjz201112007
[10]	Yang Yongxin, Zhao Jinjie, Yue Qingrui, Lian Jie. EXPERIMENT ON BEARING CAPACITY OF REINFORCED CONCRETE COLUMN WITH HRBF500[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 26-28. doi: 10.13204/j.gyjz200911007
[11]	Jiang Lixue, Zheng Qiaowen. TESTS OF SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES WITH INFILLED WALL OR STRENGTHENED INFILLED WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 40-47. doi: 10.13204/j.gyjz200910012
[12]	Zhao Jinjie, Zhang Qinxi, Yang Yongxin, Yang Meng, Lian Jie. EXPERIMENTAL INVESTIGATION OF FLEXURAL BEARING CAPACITY OF CONCRETE BEAMS WITH HRBF500 BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 52-55. doi: 10.13204/j.gyjz200903016
[13]	Wang Zhibin, Tao Zhong. EXPERIMENTAL BEHAVIOUR OF FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 5-8,27. doi: 10.13204/j.gyjz200904002
[14]	Pan Yudi. THE EXPERIMENTAL RESEARCH ON THE STIFFNESS OF PRESTRESSED CONCRETE BEAMS UNDER LONG-TERM VARIABLE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 50-53. doi: 10.13204/j.gyjz200805011
[15]	Wang Zhi-bin, Tao Zhong. DESIGN OF CONCRETE-FILLED THIN-WALLED STIFFENED STEEL TUBULAR STUB COLUMNS WITH SQUARE SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 13-17. doi: 10.13204/j.gyjz200712003
[16]	Li Guangxing, Cai Jian, Wang Lin, Huang Yansheng. STUDY ON RIGIDITY OF TRANSVERSE TORSION MEMBER OF REINFORCED CONCRETE FLAT PLATE_SPECIAL_SHAPED COLUMN CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 33-37. doi: 10.13204/j.gyjz200703010
[17]	Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
[18]	Yu Yi, Qu Chen, Jin Weiliang. EXPERIMENTAL STUDY ON CENTRIFUGAL CONCRETE-FILLED STEEL TUBES UNDER BENDING AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 62-64. doi: 10.13204/j.gyjz200501019
[19]	Han Xiaolei, He Ruibo, Ji Jing. EXPERIMENTAL RESEARCH ON CFST CONNECTIONS WITH RING PLATE AND STEEL CORBELS THROUGH THE CORE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 21-23,30. doi: 10.13204/j.gyjz200511006
[20]	Ma Xinbo, Zhang Sumei. INTRODUCTION AND COMPARISON OF CALCULATION METHODS OF THE STIFFNESS OF CONCRETE-FILLED CIRCULAR STEEL TUBES IN DIFFERENT CODES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 75-78. doi: 10.13204/j.gyjz200402022