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Vakilic, aDepartment of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran bDepartment of Civil Engineering, Bojnourd Branch, Islamic Azad University, Bojnourd, Iran cSchool of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal, Penang, Malaysia * Corresponding author.
[2] Bell, F.G., Engineering Properties of Soils and Rocks2000
Engineering Properties of Stabilized Tropical Peat Soils.
Electronic Journal of Geotechnical Engineering 2008; 13 E
A State of art Review of Peat: Geotechnical Engineering Perspective.

Experimental Study of Pile Foundation Dynamic Testing Used in the Anchor Rod Nondestructive Testing Liwei Zhang1, a, Wei Shi2,b , Yuna Zou3,c and Desheng Zhu4,d 1School of Civil Engineering, Qingdao Technological University,Qingdao,Shandong,266033,China 2School of Civil Engineering, Qingdao Technological University,Qingdao,Shandong,266033,China 3School of Civil Engineering, Qingdao Technological University,Qingdao,Shandong,266033,China 4Jinhu Road No.16 of Qingdao, Qingdao,Shandong,266071,China azhangliwei2005@163.com ,bsusan.sw@163.com, czouyuna19861004@163.com,djimofire@sohu.com Keywords: Pile Foundation Dynamic Testing, Anchor Rod, Nondestructive Testing, The Method of Stress Wave, Experimental Study Abstract.
Project Overview Engineering test of this article rely on engineering of "operating buildings and museums of China Marine Sport School" which is located in Qingdao Nanhai Road, Shinan District, on the 6th[5],the proposed building is operating buildings and museums which is two-story above and below ground, going to use frame structure, independent foundation, and design basement bottom elevation of -6.7 m, the site elevation 3.40 to 6.03 m, foundation pit perimeter about 326 meters, excavation depths of approximately 10.0m The Program Design of Anchor Rod Non-destructive Testing Detection Principle.
This experiment used ZK-7E portable intelligent testing of piles instrument the product of Chengdu engineering testing Institute.
Nondestructive testing technique of anchoring quality rapid [Master Dissertation]．Jiaozuo：Faculty of Engineering of Jiaozuo. in Chinese

Progressive Collapse Simulation of Underground Structure under Internal Blast Loading Li Tian1, a, Meihua Zeng1, b 1School of Civil Engineering, Tianjin University, Tianjin, 300072, China altian@tju.edu.cn, bzengmeihua2010@gmail.com Keywords: Underground Structure, Blast in Closed Space, Progressive Collapse, Soil-structure Dynamic Interaction.
Introduction According to American Society of Civil Engineers (ACSE), progressive collapse is defined as: the spread of an initial local failure from element to element, eventually resulting in the collapse of an entire structure or a disproportionately large part of it [1].
Journal of engineering mechanics-asce.2007, 133(3):308-319
Washington(DC): US Amry Corps of Engineering. 31. 2002
GAO: Journal of Architecture and Civil Engineering, Vol.24 (2007), in Chinese

Study on System Reliability Updating through Inspection Information for Existing Cable-stayed Bridges Jinsong Zhu1,2,a, Jianhui Wu1,b 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China ajszhu@tju.edu.cn, bwujianhui8812@163.com Key words: Existing cable-stayed bridge, Updating, Inspection information, System reliability，Bayesian method.
References [1] Bruneau M: Journal of Structural Engineering.
D.: Structural Safety.Vol.26 (2004), p.319 [4] Chunsheng Wang, Xin Liu, Xin Yu and Yue Xu: China Civil Engineering Journal.
[6] Terada S. and Takahashi T: Journal of Structural Engineering.
M.: Structure and Infrastructure Engineering.

SEISMIC FRAGILITY ANALYSIS OF HILL BUILDINGS SITED ON SLOPES Liping Wang 1, a, Chaolie Ning *2,b and Linqing Hang 1,c 1 Architectural and Civil Engineering Institute, Chongqing University of Science Technology, Chongqing 401331, China 2Collage of Civil Engineering, Tongji University, Shanghai 200092, China awangliping98@163.com, bningchaolie@126.com, c hlinqing@126.com Keywords: Hill building sited on slopes; Seismic fragility; Exceedance probability; Peak ground acceleration Abstract.
References [1] Singh.Y. and Lang.D.H: In Fifteenth World Conference on Earthquake Engineering (15WCEE).
Kulkarni :ASCE Journal of Structural Engineering Vol.136 (2010), p.26-36
[7] Bing Li and H.Y Grace Chua:ASCE Journal of Structural Engineering Vol.135 (2009), p.1177 [8] Bing Li and C L Lim: ASCE Journal of Composites for Construction Vol.14 (2010), p.597 [9] Bing Li, R.Park and H.Tanaka: ACI Structural Journal Vol. 97(2000), p619 [10] Pu Yang, Yingmin Li and Ming Lai: China civil engineering journal Vol. 33 (2000), p. 33 (in Chinese) [11] E.Borgonovo, I.Zentner, A.Pellegri, S.Tarantola and E. de Rocquigny: Reliability Engineering and System Safety Vol. 109 (2013), p. 66 [12] Vamvatsikos D, Cornell AC.

Preface The International Conference on Structures and Building Materials (ICSBM) is the premier forum for the presentation of new advances and research results in the fields of civil engineering and materials.
This conference series bring together international scientific community, academics and practitioners, researchers and students and provide an opportunity to discuss and share recent advances in both research and practice about all aspects of building materials and diagnostics of civil engineering, building, structures and geotechnics.
The book is divided into 18 chapters, including Geological and Geotechnical Engineering, Structural Engineering, Bridge Engineering, Tunnel, Subway and Underground Facilities, Road and Railway Engineering, Seismic Engineering, Computational Mechanics, Traditional Construction Materials, Advanced Construction Materials, Energy-Efficient Technologies in Buildings, Architectural Design and Its Theory, Architectural Environment and Ecological Environmental Protection etc.

Residual Stress Research of Cold-formed Thin-wall Steel Members Using the Finite Element Method Liu Hua-chen1, 2, a 1College of City Construction, Wuhan University of Science and Technology, 199 Xiongchu Avenue, Wuhan, China 430070 2School of Civil and Architectural Engineering, Wuhan University, Luojia Hill, Wuhan, China 430072 ahuachen_liu@163.com Keywords: cold-formed steel, residual stress, finite element.
Residual Stress in Cold-Formed Steel Members, Journal of Structural Engineering. 1990, 116(6)
[5] ZhaoFeng and LiChenyu, Applying Electrochemical Erosion Method to the Test of Residual Stress of Cold-formed Thin-wall Steel Members, Research on Steel Structural Engineering, Journal of Civil Engineering, Vol.3, 2000 [6] GuoYanlin, A Theoretical and Experimental Study on the Relevant Action of local and whole Stability of Cold-formed thin-wall Steel Columns, Journal of Civil Engineering 1991,(3)Y.

Shrinkage and creep of concrete on the mechanical properties of cable-stayed bridge Hengshan Gao 1, a, Tieying Li 2, b 1Architecture and Civil Engineering College, Taiyuan University of Technology,Taiyuan,Shanxi,030024,China 2 Architecture and Civil Engineering College, Taiyuan University of Technology,Taiyuan,Shanxi,030024,China adazhuangzhenbaishi@126.com, blty680412@163.coml Keywords: Cable-stayed bridge.
At the same time, it provides an important reference for other similar cable-stayed bridge about engineering design, construction and analysis. 1.
Bridge engineering [M].Beijing: China Communications Press, 2001(in Chinese) [3] the standard of the industry of the People's Republic of China (JTG D62-2004) [S], Beijing: China Communications Press, 2004(in Chinese) [4] Hong Cao.
Engineering Science and Technology, 2012, 261-262(in Chinese) [6] Jingxing Qi, Yanhong Hou.
Shrinkage and creep Bridge emperor beam deformation impact study [J].Transportation Science and Technology, 2011, 1(in Chinese) [7] Beijing Civil King Software Technology Company Limited, China Institute of building standard design.