BEHAVIOUR OF HOLLOW STEEL TUBES IN CONCRETE FILLED STEEL TUBULAR FRAME STRUCTURES DURING CONSTRUCTION

Yu Qing; Sun Guohui; Tao Zhong

doi:10.13204/j.gyjz200904008

Volume 39 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(4): 33-36

HUANG Min, DUAN Jingmin, MAO Qingchao, WANG Jiakai. SEISMIC DYNAMIC RESPONSE ANALYSIS OF TWIN TUNNELS WITH DIFFERENT LINING STIFFNESS IN MOUNTAINS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 39-46,63. doi: 10.13204/j.gyjzG21040603

Citation:

Yu Qing, Sun Guohui, Tao Zhong. BEHAVIOUR OF HOLLOW STEEL TUBES IN CONCRETE FILLED STEEL TUBULAR FRAME STRUCTURES DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 33-36. doi: 10.13204/j.gyjz200904008

Citation:

PDF( 0 KB)

BEHAVIOUR OF HOLLOW STEEL TUBES IN CONCRETE FILLED STEEL TUBULAR FRAME STRUCTURES DURING CONSTRUCTION

doi: 10.13204/j.gyjz200904008

1.
1. Department of Construction Management,Tsinghua University,Beijing 100084,China;
2.
2. College of Civil Engineering,Fuzhou University,Fuzhou 350108,China

Received Date: 2009-01-05
Publish Date: 2009-04-20

Abstract

Abstract

Based on the method of construction safety analysis on hollow steel tube of concrete filled steel tubular(CFST) frame structures previously presented by reference[1],a finite element analysis(FEA) modeling was introduced and performed for hollow steel tubes in a 12-storey CFST frame structure under construction loads.The stress and deformation of the steel tubes were analyzed by using the FEA modelling.Finally,the influence of different construction schemes of the CFST frame structure was discussed primarily.
- concrete filled steel tube,
- hollow steel tube,
- finite element model,
- construction

FullText(HTML)

References(6)

References

[2] 韩林海,杨有福.现代钢管混凝土结构技术[M].2版.北京:中国建筑工业出版社,2007;

孙国徽,于清,陶忠.薄壁钢管混凝土结构施工安全性问题初探[J].工业建筑,2007,37(12):18-21;

[3] 韩林海.钢管混凝土结构--理论与实践[M].2版.北京:科学出版社,2007;

[4] Hibbitt,Karlson,Sorenson.ABAQUS Version 6.5:Theory Manual,UsersManual,Verification Manual and Example Problems Manua[M].Habbitt:Karlson and Sorenson Inc.,2004;

[5] 孙国徽.钢管混凝土结构施工安全性和施工组织管理措施的研究[D].北京:清华大学,2008;

[6] GB50205-2001钢结构工程施工质量验收规范[S].

Relative Articles

[1]	ZONG Zhongling, CEN Hang, MIAO Huiquan, HUANG Delong, TANG Aiping, LIU Qiang. Research Progress on Dynamic Response and Seismic Resistance of Helical Pile Foundations[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 133-143. doi: 10.3724/j.gyjzG23122904
[2]	YANG Dafeng, SUN Song, CHEN Feng, LIN Kangli, SHU Qianjin, CAO Cong. Research on the Influence of Coupling Effect Between Steel Valve Hall Structure and Equipment on the Seismic Response of 800 kV Wall Bushing[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 99-107. doi: 10.3724/j.gyjzG23112115
[3]	YAN Xiaoyu, ZHAO Zhuo, WANG Jin. Research on Near-Fault Seismic Response of Rigid Frame Bridge Based on Shaking Table Test Considering SSI Effect[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 140-146. doi: 10.13204/j.gyjzG21102801
[4]	YU Haiyang, HU Ju, ZHANG Guiyan, HUANG Yujun, ZHU Guofei, CUI Hongzhi, BAO Xiaohua. Research on Seismic Responses of Underground Structures Considering Influence of Contact Surfaces[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 156-165. doi: 10.13204/j.gyjzG21090402
[5]	MIAO Fengyang, HUANG Zhengxuan, XU Jianguo, ZHANG Jinpeng, CAI Yingchun, GENG Yupeng, ZHANG Mutian. Seismic Response Analysis on the Secondary Lining with Voids Repaired with Polymer Grouting of Tunnels Based on Inversion Analysis of Parameters[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 44-52,37. doi: 10.13204/j.gyjzG21111717
[6]	YANG Ke, ZHANG Wenhan, HUANG Yi. INFLUENCE ANALYSIS OF UNDERGROUND PIPE GALLERY ON NONLINEAR SEISMIC RESPONSE OF UPPER STRUCTURE AND RESEARCH ON IMPROVEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 211-216,162. doi: 10.13204/j.gyjzg20111403
[7]	ZHOU Junwen, ZHAO Ming. ANALYSIS OF THE DYNAMIC RESPONSES OF LNG STORAGE TANK WITH UPLIFT CONSIDERING VERTICAL EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 39-43,38. doi: 10.13204/j.gyjz202004007
[8]	BU Xianghang, CAO Yongxing, LIANG Huangbin, ZHU Jun, WU Chi, LIU Fenglian, XIE Qiang. NUMERICAL SIMULATIONS ON DYNAMIC RESPONSES OF A TRANSMISSION TOWER-CONDUCTOR COUPLING SYSTEM UNDER EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 128-133. doi: 10.13204/j.gyjzG201908200007
[9]	Li Xiongyan, Wang Guoxin, Xue Suduo, Liu Yi, Ye Jihong. ANALYSIS OF DYNAMIC BEHAVIOR OF SUSPEN-DOME STRUCTURE CONSIDERING SOIL-STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 30-36. doi: 10.13204/j.gyjz201508006
[10]	Zhuang Peng, Xue Suduo, Han Miao. SEISMIC ISOLATION ANALYSIS OF SMA SPRING-FRICTION BEARINGS IN DOUBLE LAYER SPHERICAL LATTICE SHELL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 43-49. doi: 10.13204/j.gyjz201501008
[11]	Liu Yi, Li Xiongyan, Wang Guoxin, Xue Suduo. SIMPLIFIED ANALYSIS METHOD OF A LATTICED SHELL CONSIDERING PILE-SOIL-STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 36-42. doi: 10.13204/j.gyjz201501007
[12]	Wang Gang Li Zhen Song Tianshu Hou Gangling, . RELIABILITY ANALYSIS METHOD OF LNG RESERVOIR TANK UNDER THE ACTION OF THE EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 74-78. doi: 10.13204/j.gyjz201510014
[13]	He Guofu, Jiang Yanning, Yang Qing, Jin Wei. STRUCTURE DYNAMIC RESPONSE ANALYSIS OF TALL FRAMED TOWEＲ FOR PETRO-CHEMICAL PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 70-75. doi: 10.13204/j.gyjz201505016
[14]	Shen Wangxia, Li Zhongcheng. ANALYSIS OF SEISMIC FLOOR RESPONSE SPECTRA OF ELASTOPLASTIC RC STRUCTURES OF EXISTING NUCLEAR POWER STATIONS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 61-64. doi: 10.13204/j.gyjz201405015
[15]	Xu Qingyang, Li Aiqun, Ding Youliang, Shen Shungao, Hu Canyang. STUDY ON VERTICAL SEISMIC RESPONSE PASSIVE CONTROL OF LONG-SPAN MAINTENANCE HANGAR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 110-116. doi: 10.13204/j.gyjz201311025
[16]	Nie lin, Yang Tao, Zhou Depei, Liu Yongjiang. ESTIMATE OF SLOPE DYNAMICAL STABILITY BASED ON EARTHQUAKE RESPONSE ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 82-86. doi: 10.13204/j.gyjz201211018
[17]	Weng Guangyuan, Wang Sheliang. VERTICAL SEISMIC RESPONSE ANALYSIS OF LONG-SPAN SPHERICAL SHELL STRUCTURE SUBJECT TO INCONSISTENT EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 91-95. doi: 10.13204/j.gyjz201108022
[18]	Zhang Zhiying, Wang Hongwei, Duan Xuegang, LüXilin. INFLUENCE OF SOIL AND STRUCTURE DYNAMIC INTERACTION ON BASE SHAKE -ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 54-57. doi: 10.13204/j.gyjz200710015
[19]	Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024
[20]	Deng Jiming, Jiang Jianqun, Mao Genhai. NONLINEAR RESPONSE AND SEISMIC DESIGN OF STRUCTURES BASED ON ELASTOPLASTIC DYNAMIC ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 1-5,55. doi: 10.13204/j.gyjz200410001