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Topping, (Editor), Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, Stirlingshire, UK, Paper 18, ISBN 978-1-905088-17-1, doi:10.4203/ccp.86.18, (2007)
Topping, (Editor), Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, Stirlingshire, UK, Paper 19, ISBN 978-1-905088-17-1, doi:10.4203/ccp.86.19, (2007)
Topping, (Editor), Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, Stirlingshire, UK, Paper 221, ISBN 978-1-905088-17-1, doi:10.4203/ccp.86.221, (2007)
Tsompanakis, (Editors), Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, Stirlingshire, UK, Paper 208, ISBN 978-1-905088-47-8, doi:10.4203/ccp.96.208, (2011)
Barros, (Editors), Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, Stirlingshire, UK, Paper 121, doi:10.4203/ccp.91.121, (2009).

With the wide application of prestressed concrete structure in large span structure engineering, bridge engineering and hydraulic engineering and so on, civil air defense design department also are eager to apply prestressed technology to the design of civil air defense projects[1,2].
When the prestressed concrete structure are popularized and applied in the civil air defense projects, the civil air defense projects not only can meet with the requirements of both peacetime and wartime, but also can achieve the purpose of saving funds.
Furthermore, in the civil air defense projects, explosive load is the main load for prestressed concrete structures, so the study has important practical and theoretical value.
According to the resistance requirement of civil air defense projects, spacing between each beam is 6m, the width of beam is 0.6m, the depth of beam is 0.8m, and the top of soil thickness of civil air defense structure is 1m.
According to the resistance requirement of civil air defense projects, the dynamic load risetime acting on the beam changes from 4.5ms to 8.4ms.

Information Integrated Management of Large-Scale Chemical Engineering Projects Based on Owner JIN Xiajie a, LIN CaiXingb College of Mechatronics Engineering and Automation, Shanghai University Shanghai,China ajinxiajie1@126.com, bcxlin@shu.edu.cn Keywords: chemical engineering, project management, Information integrated management, Owner Abstract.
Preface Construction of the chemical engineering project is a dynamic process.
Fig 1.Classification of Chemical Engineering Project Information Fig2.
References [1] LUO Weiqi, Xue Baomin and LIU Yongqing: On Synthesis Integration of MIS, Control Theory and Applications，Vol.17, No.1, p. 27-30; [2] ZHONG denghua, CUI Bo and Cai Shaokuan: Information Integrated management of Hydropower Construction Project for EPC contractor, Journal of Hydroelectric Engineering, Vol. 29, No.1, p. 27-30; [3] Jeff R, Thomas M F. : Information population of an integrated construction management System [J], Computer Aided Civil and Infrastruture Engineering, 2002(17), p. 256-268; [4] Mahmoud S.
Thomas F. : Component-based framework for implementing integrated AEC project systems [J], Journal of Computing in civil Engineering ASCE, 2007, 21(6), p. 441-452; [6] LU Yong : Documents Classification and Coding System of Construction Projects, Journal of Tongji University, Vol.31, No.11, p. 1364-1368; [7] WANG Qiankuan : Research on Construction Project Integrated management[D]，Wuhan Technology University, 2006; [8] ZHU Youguo,CHENG Hu, Study On Construction Engineering Information Integrated Management System, Construction Management Modernization, 2005(5):27-29; [9] LI Yongkui, Study on Theory and How to Realize Building Lifecycle Management(BLM)一 Organization, Process, Information and System Integration [D], Tongji University, 2007;

The results of public perception became recommendations for 3 expert teams on Water Resources (SDA) PUPR, BPBD (Regional Disaster Management Agency) and the Expert Team from the Faculty of Engineering, Department of Civil Engineering, Teuku Umar University), by determining the priority weight for overcoming flood problems using the AHP method.
As for the respondents from the expert team in the field of irrigation in this study were 3 respondents, namely, PUPR Water Resources (SDA), BPBD (Regional Disaster Management Agency) and the Expert Team of the Faculty of Engineering, Department of Civil Engineering, Teuku Umar University. 4.
As for the respondents from the expert team in the field of irrigation in this study were 3 respondents, namely, PUPR Water Resources (SDA), BPBD (Regional Disaster Management Agency) and the Expert Team of the Faculty of Engineering, Department of Civil Engineering, Teuku Umar University.
Followed by the perception of the Expert Team related to flood management in the village of Pasie Mesjid, Meureubo District, West Aceh Regency using the AHP method, by calculating the priority weight to determine the highest weight with alternative decisions related to flood disaster management in the village of Pasie Masjid. for respondents from the expert team in the field of irrigation in this study were 3 respondents, namely, PUPR Water Resources (SDA), BPBD (Regional Disaster Management Agency) and the Expert Team of the Faculty of Engineering, Department of Civil Engineering, Teuku umar University.
Based on the results of the questionnaire distributed to 3 teams of experts, namely, PUPR Water Resources (SDA), BPBD (Regional Disaster Management Agency) and the Expert Team of the Faculty of Engineering, Department of Civil Engineering, Teuku Umar University using 3 alternatives, namely, the addition of infrastructure materials, Construction of Gabions, and Relocation, among the three most appropriate is relocation with the achievement of a value of 50%.

Detection of Small Damage of Beam Structures Based on the Slope of Proper Orthogonal Mode Dansheng Wanga, Yingbo Zhang, Haiping Yang, Hongping Zhu School of Civil Engineering & Mechanics, Huazhong University of Science & Technology, Wuhan 430074, P.
In recent two decades, the issues on structural damage detection and health monitoring have been paid considerable attention in mechanical and civil engineering communities.
Pandey et al [1] have developed a technique based on changes in flexibility to detect the location and extent of damage of engineering structures.
Zhu: Key Engineering materials, Vol. 293-294(2005), p.557 [3] D.
He: Key Engineering materials, Vol. 347(2007), p.601 [4] B.

Emulational calculation of concrete perfusion in steel-pipe arch rib of a large-span bridge Bai Ying-hua1,2 Liu Mu-yu1 Yu Tian-qing2 1 School of Civil Engineering and Architecture, Wuhan University of Technology, 430070，P.R.China 2 School of Civil Engineering and Architecture, Hubei University of Technology,430064, P.R.China 1 Author Information: Bai Ying-hua(1975--- ), male, Ph.D candidate in Major of the Bridge and Tunnel Engineering; Wuhan University of Technology, P.R.China; TEL：15327288971 E-mail: yhbai750608 @163.com Mailing address：School of Civil Engineering and Architecture, Hubei University of Technology, P.R.China, Postcode: 430064 Key words: Steel tube arch rib, Concrete perfusion, Emulational analysis Abstract: The bridge is a half-through steel-pipe concrete arch bridge with uniform catenary.
Based on sufficiently considering the principle of symmetrically loading rib concrete, the pouring process of the whole concrete is calculated with emulation with the aiding of commercial package MIDAS/Civil.
Simulation analysis and modeling Fig. 2 Analysis model The arch is simulated by using three dimensional (3D) beam elements with the aiding of commercial package MIDAS/Civil.
Journal of Railway Science and Engineering, 2006(5):1~5
Highway Engineering, 2007,32(4):142~145

Preface The first International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2011) took place at Haikou, China from June 18th to June 20th, 2011.
CEABM series aim to cover the recent advancement and trends in the area of civil engineering, architecture and building materials to facilitate knowledge sharing and networking interactions on emerging trends and new challenges.
Chaohe Chen Hainan University, China The 2011 International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2011) Sponsored by College of Civil Engineering and Architecture, Hainan University College of Civil and Architecture Engineering, Guizhou University Hainan Society of Theoretical and Applied Mechanics Conference Organization Chairman Prof.
Shilang Xu, Zhejiang University, China Senior Engineer.

The proposed method puts forward a universal way for sensor placement of the civil engineering structure.
In recent years, quite a lot of attempts have been done to determine the best ideal sensor locations of civil engineering structures.
In other words, some methods still can not be used effectively in engineering project [6].
So far, previous studies have failed to present a universal method for sensor placement of civil structures.
Advanced Engineering Informatics, 2008, pp. 362-370

Novel linear implicit integration method and its application to linear/nonlinear structural system Chuanguo Jia1,2,a*, Yanxing Liu1,b, Yingmin Li1,2,c, Minmao Liao1,2,d 1College of Civil Engineering, Chongqing 400045, China 2Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University), Ministry of Education, Chongqing, 400030, China ajiachuanguo@cqu.edu.cn, bliuyanxing159@163.com, cliyingmin@cqu.edu.cn, dliaom@cqu.edu.cn Keywords: Rosenbrock method, the energy approach, energy-decaying property, pendulum, Bouc-Wen model.
Dynamic simulations of structures to determine their seismic performance is an essential part of civil engineering research.
Energy-conserving and decaying algorithms in non-linear structural dynamics, International journal for numerical methods in engineering, 1999 (45): 569-599
Rosenbrock-based algorithms and subcycling strategies for real-time nonlinear substructure testing, Earthquake Engineering and Structural Dynamics 2011;40:1-19.

The ultrasonic wave method to pile test and detection analysis of a complex building CHEN Chang-liu 1, a, ZHU Yan-peng 2,b 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China; 2School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China; a13993149388@139.com, bzhuyp@lut.cn Keywords: pile, ultrasonic wave method, test, detection Abstract.
The ultrasonic wave method was presented to pile test on the complex building engineering of China Mobile Group Gansu Co.
Dingxi Mobile Communication complex building project, the civil engineering experimental center of Lanzhou Univeristy of Technology tested the 9 foudation piles using transmission method.
Engineering geological condition.
The engineering area is located in the new town in Dingxi.