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Influence of Wave Passage Effect on Seismic Response of Truss String Structure Co-working with Its Base Frame Hepeng WANG 1, a, Zhonggen XU 2, b, Changgen DENG 3, c 1Guangzhou University, College of Civil Engineering, Guangzhou , China 2Guangzhou University, College of Civil Engineering, Guangzhou , China 3Tongji University, College of Civil Engineering, Shanghai , China awhpeng9@sina.com, b xuzhonggen@263.net, cdengcg@tongji.edu.cn Keywords: Steel; Truss string structure; Base frame; Cooperative work; Wave traveling effect; Seismic response Abstract.
Introduction With the development of society and economy in our country, steel has been widely used in all kinds of structural engineering, and also for truss string structure which is one of these new structures.
Structural Engineers,2003,04:37-43. .

Viola3,e 1 Department of Materials Engineering, Graduate School of Engineering, The University of Tokyo, Tokyo 113-8656, Japan; 2 Department of Civil Engineering, University of Tokyo, Hongo Campus, Bunkyo-ku, Tokyo 113-8656, Japan; 3 DISTART, University of Bologna, Bologna, Viale Risorgimento 2, 40136 Bologna, Italy.
e-mail: aenoki@rme.mm.t.u-tokyo.ac.jp, bfujino@civil.t.u-tokyo.ac.jp, celisa.sorrivi@unibo.it, d shiraiwa@rme.mm.t.u-tokyo.ac.jp, eerasmo.viola@unibo.it.
Introduction The progressive ageing of engineering systems increases the demand for structural monitoring, which includes damage detection and sizing.
High-strength multi-wire steel strands and steel cables are widely used in civil engineering such as in prestressed concrete structures and suspension bridges.

Sustainable Construction Using Bamboo as Flexural Members Hashna N1, a *and Shobha Elizabeth Thomas2,b 1PG Scholar, Structural Engg, Sreebuddha College of Engg, Pattoor, Alappuzha, Kerala, India 2Asst.Professor, Dept of Civil Engg, Sreebuddha College of Engg,Pattoor, Alappuzha, Kerala, India ahashna93@gmail.com, belizthomas4@gmail.com Keywords: Bamboo, beams, sustainability Abstract.
International Journal of Innovative Research in Science, Engineering and Technology.
International Journal of Advances in Engineering & Technology, Nov.2014 [6] P Sharma.et.al (2014), Bamboo as a building material.
International Journal of Civil Engineering Research.
International Journal of Advanced Research in Civil,Structural,Environmental and Infrastructure Engineering and Developing, Vol 1, Issue 3, April 2014 [8] Tomas U.

Introduction As one of the three main connections, bolted-welded connection is very extensive in practical engineering application.
Plate thickness is determined based on the "Steel structure node construction details of multiple-rise and high-rise civil building" [4] (01SG519).
Experimental analysis of bolted connections: Snug versus perloaded bolts, Journal of Structural Engineering, Vol.124, No.7, 1998
Steel structure node construction details of multiple-rise and high-rise civil building [S]
MSC.Marc Applications in Materials Processing Engineering [M].

Study on the settlement characteristics of inclined single pile subjected to inclined loadings Ling Sha1 a, Guocai Wang2 b and Yang Yang2 c 1Department of Civil Engineering, Zhejiang College of Construction, Hangzhou, 311231, China 2Department of Civil Engineering, Zhejiang University of Technology, Hangzhou, 310032, China acongcong99225@126.com, bwgc@zjut.edu.cn, cyybest1@163.com Keywords: settlement; inclined pile; numerical simulation; finite element Abstract Inclined angles of piles and applied loadings have serious effect on the pile’s bearing capacity and settlement.
The mechanism of inclined pile is not clear and there lacks practical and reliable analysis and calculation methods, which can cause certain limited use of inclined pile foundation and somtimes it is very difficult to deal with the engineering accident.
Guangdong Architecture Civil Engineering No. 8 (2007), p. 21(in Chinese)
Journal of Geotechnical and Geoenvironmental Engineering Vol. 127(7) (2001), p. 604

Finite Element Calculation and Pushing Construction Analysis on the Superstructure of Beijiang Auxiliary Channel Bridge Yulan Wang1, Guodong Zheng2 Civil engineering & Architecture School, Linyi University, Linyi Shandong, 276005, China 1wangyulan@lytu.edu.cn, 2zhengguodong@lytu.edu.cn Key words: Superstructure, finite element, launching construction Abstract.
References [1] Tang Hongyan, Zhang Zhenxue, JingRunsheng: Bridge Construction, Vol. 5 (2008), p. 8-11 (in Chinese) [2] John S, RafaelM, MarwanN: Journal of Bridge Engineering, Vol. 9 (2004), p. 101-106 [3] Kim H K, LeeM J, Chang S P: Engineering Structures, Vol. 28 (2006), p. 959-976 [4] Li Chuanx,i Ke Hongjun, Liu Jian, et a.l: China Civil Engineering Journal, Vol. 41 (2008), p. 49-54(in Chinese) [5] Yang Huxiang, Chen Xianglin: Highway, Vol. 3 (2001), p. 10~13.
(in Chinese) [6] Beaney N J, Martin J M: Proceedings of Institution Civil Engineering, Transportation, Vol. 100 (1993), p. 145~156.

Study for the Dynamic Response of Rubber Concrete RC Slab Ren-Jwo Tsay 1, a, and Huynh Nguyen Nhat L-Am 2,b 1Department of Civil Engineering, Vanung University, No. 1, Vanung Rd., Chungli City, Towyang County, Taiwan 2 Graduate school of Civil Engineering, Vanung University, No. 1, Vanung Rd., Chungli City, Towyang County, Taiwan atrj@vnu.edu.tw, blamhanhmen37@yahoo.com Keywords: Rubber Concrete, RC slab, Microtremor measure Abstract.
J., Procedures for vibration serviceability assessment of high-frequency floors, Engineering Structures, 30, (2008), p.1548–1559
Pavic, A., Miskovic, Z., and Reynolds, P., Modal Testing and Finite-Element Model Updating of a Lively Open-Plan Composite Building Floor, Journal of Structural Engineering, Vol. 133, No. 4, (2007), p. 550-558
E., Mechanical, Fracture, and Microstructural Investigations of Rubber Concrete, Journal of Materials in Civil Engineering, Vol. 20, No. 10, (2008)

24m Steel Roof Truss Static Test Research of Changchun FAW-Volkswagen Golf Shop Yanmin Yang1, a, Xiaojuan Xie2, b 1College of Civil Engineering, Jilin Architectural and Civil Engineering Institute, Changchun, 130118, China 2College of Civil Engineering＆Architecture,China Three Gorges University, Yichang,443002, China ayymlyq@163.com, b470134109@qq.com Keywords: Steel roof truss, rigid, hinge, Slight deformation Abstract.
If the web member also adopts the steel tube member, it not only has more complex structure in the junction of the strings and the web members, but also in the practical engineering the stiffness with all the connection forms, are all in the complete rigid and ideal hinge between the extremes [1], which shows that the node calculation both exist errors according the hinges or rigids.
Structure Engineer, 2006 (8):23

Numerical Solution of Section Stress about Steel-Concrete Composite Beams Haigen Cheng 1, a, Yanlou Yu1,b and Yong Zhang2,c 1 School of Civil Engineering, East China Jiaotong University, Nanchang 330013,China 2 Jian Xi Tong Ji Engineering Consultation Company, Limited, Nanchang 330013,China a736375262@qq.com, byyLou@qq.com, c497340158@qq.com Keywords: Steel-Concrete Composite Beam; Variation Principle; Differential Equation Abstract: Steel-concrete composite beams are composed of concrete slabs and steel girders by shear connectos.
Computing in Civil Engineering,Proceedings of the 2005 ASCE International Conference on Computing in Civil Engineering [5] Wu Jia Long.Elastic mechanics.Tong Ji University Publisher,Shang hai,China(In Chinese) [6] Hu Si Zhou and Ni Guang Qiong.Differential equation.Fu Dan University Publisher,Shang hai,China(In Chinese) [7] Khaled M.
Kennedy.Impact Factors for Horizontally Curved Composite Box Girder Bridges[J].J Bridge Engrg. 2004,Volume 9, Issue 6, pp. 512-520 [8] Shi-Jun Zhou1.A Finite Beam Element Considering Shear Lag Effect in Box Girder[J].Journal of Engineering Mechanics,26 February 2010(In Chinese)

Ryzhkova2,b * 1Moscow State University of Civil Engineering, 26 Yaroslavskoe highway, Moscow, 129337, Russia 2LLC “System consulting”, 14 Tverskoy Bulvar, Moscow, 125009, Russia aginav@mgsu.ru, banastacia.ryzhkova@gmail.com Keywords: pure risks, construction projects, assessment, efficiency.
The founder of the construction engineering systems is A.
Ginzburg developed the foundations of systems engineering (complex) assessment of OTR construction.
Ginzburg Sustainable Building Life Cycle Design , The 15th International Conference on Topical Problems of Architecture, Civil Engineering, Energy Efficiency and Ecology, TPACEE-2016; Tyumen State University of Architecture and Civil Engineering: MATEC Web of Conferences, Volume 73, 02018 (2016)