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Study of Bracing Force Acting at Mid-span of Beam of Single-span Portal Frame Wenwen Jiaa, Dengfeng Wang b * School of Environment and Civil Engineering, Jiangnan University, Wuxi, 214122, China asmilejww@163.com, bhappywdf@126.com Keyword: portal frame, beam, brace, stability, nonlinear finite element method Abstract.
Tong: Journal of Xi’an Institute of Metallurgy and Construction Engineering, Vol. 20 (1988), p.95.
Tong: Journal of Xi’an Institute of Metallurgy and Construction Engineering, Vol. 21 (1989), p.25.

Analysis on the Present Condition of Typical Buildings in Urban Villages in Zhengzhou Jing Wang 1, a, Wei Su 2,b and Chengcai Liu 3,c 1College of Engineering Technology, Zhongzhou University, Zhengzhou, 450044,China 2College of Engineering Technology, Zhongzhou University, Zhengzhou, 450044,China 3College of Engineering Technology, Zhongzhou University, Zhengzhou, 450044,China awjbox@126.com, bswmail@126.com, clcc6@163.com Keywords: Zhengzhou; Urban village; Present building condition Abstract.
[2] Civil Building Reliability Qualification Standards, The National Standards of the People's Republic of China, GB50292-1999

Engineering Journal, American Institute of Steel Construction, 1989, 26(1): 33-37
Structural Engineering Report No.250.
Edmonton (AB, Canada), Department of Civil and Environmental Engineering, University of Alberta, 2002

Study on Anti-seismic Reliability of Urban Water Supply System Xiaojuan Li1,2,a and Feimin Shen1,b 1College of Civil Engineering, Fuzhou University, Fuzhou 350001, China； 2Traffic College of Fujian Agriculture-Forest University, Fuzhou 350002, China； aluckylxj2001@126.com; b1003474815@qq.com Key words: buried pipeline; anti-seismic reliability; Monte-Carlo method; network connectivity.
Introduction Urban Water Supply System is one important part of city lifeline engineering, and the buried pipelines is the basic structural unit .As a matter of experience, There are two reasons that cause the bury pipelines’ damage by the earthquake [1].
Muleski: The buried pipeline response under seismic excitation, Earthquake Engineering and Structural Dynamics, 9 (1999) 133-151

Survey and Analysis to the Energy-saving and Emission-reduction Effect of BRT in Jinan Boying Shi1,a, Chenhui Liu2,b,Jianzhang Wang3,c, Ruhua Zhang4,d and Li Lei5,e 124School of Civil Engineering, Shandong University, Jingshi Road 17923#, Jinan, China 250061; 35School of Energy and Power Engineering, Shandong University, Jingshi Road 17923#, Jinan, China 250061; a sby415@163.com, b sdjnjxjshjj@163.com, c wjzsdu@163.com,d ruhua_zhang@163.com, eleili@sdu.edu.cn Keyword: Bus Rapid Transit (BRT); Energy-saving effect; Emission-reduction effect; Vehicle traveling data recorder; Synthesis emission factor Abstract: Aiming at the shortcomings of present researches on the energy-saving and emission-reduction effect of BRT, the paper first gets actual operating data of BRT, conventional bus and car of Jinan by survey.
In Chinese [4] Mengting Wu, Tiezhu Li, Journal of Transportation Engineering and Information. 2009, 7(3).

Green Evaluation Analyse of the Construction Quality Management Yapin Yang1，2 1 School of Traffic and Transportation Engineering of Central South University, Changsha, 410004, China , 2 School of Civil Engineering of Hunan University,410082 E-mail: hnuyyp@yahoo.com.cn Keywords: Green, Evaluation, Construction Quality Abstract.
Journal Of Zhejiang University(Engineering Science).

Introduction Viscous property of clay is very important issue in soil mechanics and geotechnical engineering.
Tatsuoka Fumio, Department of Civil Engineering, Tokyo University of Science, for his erudite guidance and discussions
Murthy, “Viscous behaviour of natural clays”, International Conference on Soil Mechanics and Foundation Engineering, New Delhi, India, 5-10 January 1994, pp411-416

In: Proceedings of the 7th conference on earthquake engineering.
Proceedings of the Conference full papers have been published by Elsevier as the special issue of the e-Journal Procedia Engineering, vol. 65/2013, available online at www.sciencedirect.com, ISSN 1877-7058, CD, p. 302-310, zborník abstraktov, first edition, printed by EDIS-University of Žilina publisher, ISBN 978-80-554-0771-5, p. 113-114
International Scientific Conference „LC 2008“, zborník prednášok, Brno University of Technology-Faculty of Civil Engineering, Czech Republic, 12-14 November 2008, [Vydalo: Brno University of Technology, First published, Print: Akademické nakladatelství CERMÒ, s.r.o.

(2) According to the test data, through the modern nonlinear analysis theory, computer aided engineering analysis, structure material analysis, and other methods, to evaluate the safety of the metal structure comprehensively
References [1] JinWeiLiang, formwork-support construction safety assessment research, journal of Zhejiang university, 2006, 40 (5): 800-803 [2] Szeliqa.E;Witkowski.M Assessment of structural reliability using the fuzzy sets theory, Archives of Civil Engineering,v43,n4,p327-352,1997 [3] LiShiLin etc, MSS metal structure safety assessment, value engineering, 2010, 29 (7): 133-135

Calculation of Land Consolidation Potential Based on GIS Yanhua Liu 1,3, a, Weiqing Chen 2,4,b 1 Faculty of Resource and Environmental Sciences,Guangxi Teachers Education University, Nanning, China 2 College of Civil and Architectural Engineering,Guangxi University,Nanning, China 3 Key Laboratory of Beibu Gulf Environment Change and Resources Use (Guangxi Teachers Education University), Ministry of Education, China 4 Guangxi Key Laboratory of Disaster Prevention and Engineering Safety,Guangxi University, a lyh_lucy@sina.com, b gxcwq@163.com Keywords: Land consolidation potential, Cultivated land, Rural residential land, Geographic information system (GIS) Abstract.
Acknowledgements This work was financially supported by the Guangxi Natural Science Foundation (2013GXNSFAA019287) and Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety (2013ZDX03).This work was also supported by Key Laboratory of Beibu Gulf Environment Change and Resources Use(Guangxi Teachers Education University) and Guangxi Key Laboratory of Disaster Prevention and Engineering Safety(Guangxi University).