Structural Optimization of Elevated Building

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This paper finds that the elevated building normally located in Chongqings mountainous areas can be optimized in both integral structure and individual elements. Through the calculation of typical structure, the weaknesses of elevated building are the unevenness of the internal force caused by external loads and the over-length of supporting bars. Meanwhile, through the way of numerical modeling which uses the features of two-dimensional member bar system, specific solutions are pointed out. The conclusion can be drawn through the analysis of results and data that the more direct the method of transferring force is, the more stable the structure is. In addition, within the experience of practical engineering programs, strengths and weaknesses are also put forward through comparing measures within themselves, which can enhance the ability to resist the impulsive or extreme external force.

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1460-1468

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] GUO Xuanchang, ZHU Xuanxuan, The Inheritance of Chongqing's Elevated Building and the Utilization of Its Features, Journals of Chongqing Institute of Technology , Vol. 22, No. 1, Jan. (1986).

Google Scholar

[2] Detailed Regulations of the Chinese 6th Structure Designing Competition For College Students. Retrieved Jan. 20, 2013 from http: /www. ccea. zju. edu. cn/structure/redir. php?catalog_id=36&object_id=3419.

Google Scholar

[3] BAN Huiyong, SHI Gang, SHI Yongjiu, WANG Yuanqing, Overall buckling behavior of Q460 high strength steel welded box section columns under axial compression, Journal of Building Structures, Vol. 34, No. 1, Jan. (2013).

DOI: 10.1016/j.tws.2020.106964

Google Scholar

[4] CHEN Fei-yu, WEI Guo-qian, XIA Xu-hui, Mechanical Performance Study of Single Girder Crane's Overall Structure, Machinery Design & Manufacture, No. 9, Sep. (2009).

Google Scholar

[5] WANG Guo'an, Research on structural stability of tall buildings, Building Structure, Vol. 42, No. 6, Jun. (2012).

Google Scholar

[6] BAN Huiyong, SHI Gang, SHI Yongjiu, WANG Yuanqing, Effect of Initial Imperfections on Overall Buckling Behavior of High Strength Steel Columns, Industrial Construction Vol. 42, No. 1, (2012).

Google Scholar

[7] HUANG Zhenghua, ZHANG Qilin, JI un, ZHOU Lixia, Spline Function Solution for the Elastic Buckling Loads of Lateral Bracing Columns. Journal of Guizhou University (Natural Sciences) Vol. 26, No. 3, Jun. (2009).

Google Scholar

[8] TANG Jihui, ANSYS Analysis of Thinking About Stair Lateral Supporting Effect in Frame Structure. Shanxi Architecture Vol. 36, No. 2, Jan. (2010).

Google Scholar

[9] SUN Deliang, LIU Zhongwei, ZHAO Jun, WANG Ruxin, The Effects of Unbraced Length on Overall Stability of Steel Beams Subjected to Cyclic Loads. Steel Structure Vol. 26, No. 4, (2011).

Google Scholar

[10] TANG Qiong, Utilization of Mechanical Structural Mechanics in Shipping. Market Modernization Sep. (2012).

Google Scholar

[11] JIA Lingling,HAN Yang, Study on Dynamic Load Identification Based on Precise Integration Method [J]. Subgrade Engineering No. 5, (2011).

Google Scholar

[12] YANG Zhenghua, YU Hanhua, Investigation on Mechanical Properties of Shear Wall Structure Journal of Hunan University of Technology Vol. 26, No. 3, May (2012).

Google Scholar

[13] LIU Shoumei, Analysis Method of the Geometric Composite Analysis of Space Splice Chain Pole System. Journal of Hunan Urban Construction College Vol. 8, No. 1, Mar. (1999).

Google Scholar

[14] TONG Guoxiu, On the Analysis Method of the Plane System of Hinge Chain Pole. Journal of Ezhou University Vol. 7, No. 2, Apr. (2000).

Google Scholar

[15] HONG Zhen-de, Energy Method for Calculating the Critical Bucking Load of the Column with Variable Section. Jiangsu Architecture No. 3, (2011).

Google Scholar

[16] LI Xilai, WU Qinghua, WU Haiyang, BAO Yongzhong, Research on stability calculation methods about FRP members. Special Structures Vol. 27, No. 6, Dec. (2010).

Google Scholar

[17] LIU Mingchao, LI Hui, LIU Junjie, The Trial Calculating Method for the Stability Design of Compressed Bars and Its Realization With Matlab. Machine Design and Research Vol. 28, No. 2, Apr. (2012).

Google Scholar

[18] FAN Yi, ZHANG Lai-quan, LIU Cheng-dong, LIU Zhen-rui, FAN Wen-gang, Research on New Type Split Frame Seal. Mechanical Management and Development No. 19 (SUM No. 125), Feb. (2012).

Google Scholar

[19] YANG Haixia, ZHANG Qing, SHAO Jianguo, Foundation of Computational Mechanics. Hohai University Press.

Google Scholar

[20] CAO Pingzhou, ZHU Zhaoquan, Steel Structure. China Electric Power Publishing House.

Google Scholar

[21] The Twice Collapse of the Quebec Bridge in Canada. Retrieved January 20, 2013 from http: /msn. ynet. com/image. jsp.

Google Scholar

[22] CAI Xin, SUN Wenjun, Structural Static Mechanics. Hohai University Press.

Google Scholar