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The need for such space is due to the requirements of the current legislation of India in the field of civil engineering and can significantly reduce the cost of obtaining a permit to operate the building.
Fundamentals and Applications in Civil Engineering, Mechanical and Aeronautical Engineering, Wiley, 2018
Singiresu, The Finite Element Method in Engineering, sixth ed., Elsevier Inc., 2018

The Test Research on Non-destructive Concrete (gravel) Strength Survey of Rebound Method Based on SVM Fan Shen Meng1, a, Zhi Qian Cheng2, b, Lin Feng Hou3, c 1Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang, Henan, 471023, China 2Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang, Henan, 471023, China 3Luoyang city construction quality survey station, Luoyang, Henan, 471000, China amfs2025@126.com, bczq@126.com, chlf@126.com Keywords: SVM; rebound testing; concrete (gravel) strength; test research.
Introduction Rebound method in the application of the construction project are increased, it has become one of the detection and analysis means of engineering accident, also to the damage assessment of structures in service and the important basis of life prediction.At present, the method has used the regression method to establish the relationship between strength and testing indicators.But often estimated values of strength have larger in and out, even is beyond the scope of specification allows error [1,2].
Port &waterway engineering, 2009, (3): 18 to 23

Static Experimental Study on Composite Beam with Concrete filled Steel Tubular Truss Jingfeng Wang1,2,a, Bo Wang2,b and Zhongming Zheng2,c 1Key Lab for Structure Engineering, Chongqing Jiaotong University, Chongqing, 400074, China 2School of Civil Engineering, Hefei University of Technology, Hefei, 230009, China ajfwang008@163.com, bbobo2032007@126.com, ccomposite2003@126.com Keywords: Concrete filled steel tubular (CFST), Truss, Composite beam, monotonic loading, load-deformation curve.
Acknowledgements The research reported in this paper is part of Project CQSLBF-Y09-3 supported by Key Lab for Structure Engineering in Chongqing Jiaotong University, the project 50808062 supported by the National Natural Science Foundation of China, and the project 200803591022 supported by a grant from the Ph.D.
China Civil Engineering Journal.

Wind-induced Response Analysis of Guyed Mast Earplate Considering Welding Residual Stresses Wenli Wang 1,2, a, Weilian Qu1,b , Jie He 3,c 1 Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan 430070, P.R.China 2 Department of Civil Engineering of School of Technology of Hubei Industry University, Wuhan 430080, P.R.China 3 Changjiang Institute of Survey Planning Design and Research CWRC, Wuhan 430010, P.R.Cina a unique_wwl@126.com, bqwlianl@sina.com, che.jack@foxmail.com Keywords: welding residual stress, guyed mast earplate, wind-induced response Abstract.
As the welding residual stress in the civil engineering welded components is difficult to remove clean.
Structural Engineering and Mechnics.2006,23(3)635-649

Probabilistic Lifetime Assessment of Prestressed Concrete Structures Exposed to Chloride Environment Chunhua Lu1, a and Hui Li2, b 1 Faculty of Civil Engineering and Mechanics, Jiangsu University, China 2 School of Computer Science and Communication Engineering, Jiangsu University, China alch79@ujs.edu.cn, bamanyli@163.com Keywords: Prestressed concrete structure, Chloride environment, Probabilistic lifetime, Assessment.
Acknowledgements This work was financially supported by the National Natural Science Foundations of China (50908103 and 51278230), China Postdoctoral Science Foundation funded project (2012M511215) and State Key Laborary Foundation of High Performance Civil Engineering Material (2011CEM010).
Ciolko, in: Proceedings of the Structures Congress of the Forensic Engineering Symposium, New York (2005)

Dynamic deformation of railway tunnel bedding structure Lin-chong Huang1,2,a, Cui-ying Zhou1,b* , Ye Cheng1,c and Wei-ke Li1,d 1 School of Engineering, Sun Yat-sen University, Guangzhou, Guangdong 510275, China; 2 Department of Civil and Environmental Engineering, Northwestern University.
Nie: Chinese Journal of Traffic and Transportation Engineering, Vol. 5(2005), p. 27-32
Disney: Canadian Journal of Civil Engineering.

Sato 1, d 1 Utsunomiya University, Department of Architecture and Civil Engineering, Yoto 7-1-2, Utsunomiya, Tochigi 321-8585, Japan 2 Utsunomiya University, Department of Energy and Environmental Science, Yoto 7-1-2, Utsunomiya, Tochigi 321-8585, Japan a masuday@cc.utsunomiya-u.ac.jp, bflankwfr@msn.com cnkmr@cc.utsunomiya-u.ac.jp, dsatosa@cc.utsunomiya-u.ac.jp Keywords: apparent diffusion coefficient; chloride ion penetration behavior; surface chloride ion content Abstract.
Takeda who graduated from Graduated School of Engineering, Utsunomiya University, and the staff of Hachiyo Concrete Consultant Co., Ltd. for their assistance in this study.
Kawamura: Deterioration of Reinforced Concrete Structure in Severe Marine Environment (Acrylic rubber-based surface coating as concrete protection), Journal of Structural and Construction Engineering (Transactions of Architectural Institute of Japan), No.487, September 1996, pp.11-19(in Japanese)
[1] Standard Specifications for Design and Construction of Concrete Structures - Durability Verification Design Method -, the Japan Society of Civil Engineers (JSCE), January 2000 (in Japanese). 0 3 6 9 12 0 20 40 60 80 Total chloride ion contents (kg/m 3) Calculated by JSCE Standart Specifications [4] 0 20 40 60 80 Calculated by proposal method in this study The data of 1 year to 10 years are in the upward sequence

Analysis and research on dynamic characteristics of Bulb Tubular Pumping station structure Ye Xiao1, a, Xiaotang Ding2,b 1 College of architectural and civil engineering , east china institute of technology, Nanchang, Jiangxi, 330013, China 2 College of Civil and transportation Engineering, Hohai Univercity, Nanjing, Jiangsu, 210098, China axiaoyebora@163.com, bxtding2000@sohu.com Keywords: Bulb tubular pumping station, dynamic characteristics, model analysis, harmonic response analysis, structural fundamental frequency, Dynamic displacement.
In view of bulb tubular pumping station with bulb tubular pumping station hydropower station has great similarities, this paper draws on Hydropower Station vibration theory and methods of research, by using the finite element numerical analysis method to research and analysis of the third Huaian stations of the dynamic characteristic, and draws some meaningful conclusions for practical engineering application, which can provide some reference value.
For the other tubular pumping station in engineering anti vibration design to provide a certain reference value.

Experimental Study on the Seismic Behavior of HSW Model with High Shear-Span Ratio Gang Wang 1,2,a Qiongmei Wang 1,2,b Shufang XU 3,c 1 State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu,Sichuan, 610059,China 2 College of Environment and Civil Engineering, Chengdu University of Technology; Chengdu,Sichuan, 610059, China 3 School of Civil Eng.
[5] Ronny Purba1 and Miche, Bruneau, F.ASCE: JOURNAL OF STRUCTURAL ENGINEERING, 2009,11:1367-1376 [6] ZHANG Bo-yi,DONG Li,ZHANG Su-mei:JOURNAL OF HARBIN INSTITUTE OF TECHNOLOGY, 2010, 42(8): 1221-1225(in Chinese) [7] XU Man,WANG Yu-yin,ZHANG Su-mei: JOURNAL OF HARBIN INSTITUTE OF TECHNOLOGY, 2010, 42(8): 1216-1220 (in Chinese) [8] In-Rak Choi, and Hong-Gun Park:JOURNAL OF STRUCTURAL ENGINEERING 2009,7: 785-796 [9] Junming Zhou, Y.
Earth and Space 2010: Engineering, Science, Construction, and Operations in Challenging Environments, 3002-3010

Analysis of Mechanical Behaviour of the Concreat Filled Double Skin Steel TubesK-joint Yuzhuo Jia 1, a, Chenfeng Zhou 1,b, Chengcheng Li 1,c , Liang Zhang 2 1The Northeast Dianli University The School of Civil Engineering, China, JilinJilin, 132012; 2State Grid Henan Electric Power Company Economic Research Institute, China, Henan, Zhengzhou, 450002 ajyz6087@163.com,bzhouchenfeng52@163.com,clichengchengcz@163.com Keywords: Concrete-Filled Double Skin Steel Tubes, K-joints, Finite Element Analysis, Contact Analysis.
References [1] Tao Zhong,HanLinhai and Huang Hong:MechanicalBehaviourof Concrete-Filled Double Skin Steel Tubelar Columns with CricularCular Sections,Vol.37,P.10 of China Civil Engineering Journal,pp.41-51(2004)
[4] Kang Xiliang,ChengYaofang,Tu Yun and XueJianyang:Experimental Study And Numerical Analysis of Bond-Slip Perfprmance for Concrete Filled Steel Tube,Vol.27,P.9 of Engineering Mechanics,pp.70-73(2010)
[5] Wang Xinmin: ANSYS Numerical Analysis of Engineering Structure,edited by China Communications Press,BeiJing(2007).