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Damage Assessment of One Prestressed Concrete Bridge after Fire Kai Xiang1, a, Guohui Wang2,b and Huaxin Liu3,c 1Tianjin Fire Research Institute of the Ministry of Public Security, Tianjin 300381, China 2Tianjin Fire Research Institute of the Ministry of Public Security, Tianjin 300381, China 3School of Civil and Architectural Engineering, Liaoning University of Technology, Jinzhou 121001, China axiangkai0304@163.com, bwangguohui@tfri.com.cn, clgliuhuaxin@163.com Keywords: Bridge; Fire; Prestressed Concrete; Repair Abstract.
China Association for Engineering Construction Standardization issued Standard for Building Structural Assessment after Fire (CECS 252 : 2009) in 2009.
Fan: Fire resistance of unbonded prestressed concrete structures (in Chinese) (School of Civil and Architectural Engineering, Southeast University, 2001).

Petersburg State University of Architecture and Civil Engineering, Vtoraja Krasnoarmejskaja Str., 4, St.
Petersburg, State University of Architecture and Civil Engineering,, 2013
Selih Increasing Competitiveness of the Construction Sector by Adopting Innovative Clustering, Inzinerine Ekonomika-Engineering Economics, 22(1), 2011, рр. 41-49

Impact of External Environment on Long-term Mechanical Properties of Plasters REITERMAN Pavel1, a and KEPPERT Martin2,b 1Experimental Centre, Faculty of Civil Engineering CTU in Prague, Thakurova 7/2077, Prague 6 – Dejvice, 166 29, Czech Republic 2Department of Material Engineering and Chemistry, Faculty of Civil Engineering CTU in Prague, Thakurova 7/2077, Prague 6 – Dejvice, 166 29, Czech Republic apavel.reiterman@fsv.cvut.cz, bmartin.keppert@fsv.cvut.cz Keywords: Durability; mechanical properties of plasters; impact of environment.

Experimental assessment of the glued laminated timber beams in 4-point bending tests and photoelastic coating technique Ludomir J.Jankowski1,a *, Tomasz Nowak2,b 1 Wroclaw University of Technology, Faculty of Mechanical Engineering, 2Wroclaw University of Technology, Faculty of Civil Engineering, 1,2 27 Wyb.
Larson (editors), Timber Engineering, John Wiley&Sons Ltd, Chichester, England, 2003
Civil Mech.

Analysis of Common Defects for Rammed Earth Buildings Yanxin Zhang1, a, Liping Tong2,b 1College of Civil Engineering, Zhengzhou University, Zhengzhou, 450001, China 2College of Civil Engineering, Zhengzhou University, Zhengzhou, 450001, China a yanxin@zzu.edu.cn, b tongliping@zzu.edu.cn Keywords: Rammed earth buildings, Common defects, Finite element analysis, Stress analysis.
Zhang: World Earthquake Engineering, Vol. 25 (2009) No.2, p.36 (In Chinese)

Physico-mechanical properties of rubberized lightweight aggregate concrete for tunnel pavements Wang Ji1, LI Yue2, Fan Xiaochun3 1The Design and Research Institute, Wuhan University of Technology, Wuhan, 430070, China. 2Hanyang Building Management Centre, Wuhan 430050, P.R.China 3School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, China.
Journal of Materials in Civil Engineering，2004, (3):187-194
Test Methods of Cement and Concrete for Highway Engineering.

The seismic performance test of Precast prestressed shear wall Rirong Fu1,a, Zhichun Liu1,Qilin Yin2,Kun Su2 1Shandong Jianzhu University,School of Civil Engineering,China Shandong Jinan 250101 2Shandong Jianzhu University Architecture and Urban Planning Design Institute 250013 afurirong@163.com Keywords: cast-in-place ,reinforced ,concrete , structure ,axial compression ratio, seismic behavior Abstract:This paper describes the multilayer and high-rise structure of the precast prestressed shear wall, we made one shape T shape and linked limb shear wall specimens as the objects, we also made comparision with cast-in-place shear wall, the specimens were tested under high frequency and reciprocating horizontal load.
Author brief introduction Fu Rirong, female, born in Shandong Zhaoyuan, 1964.12 College of civil engineering, Shandong Jianzhu University, professor.
PCI Journal, 1995(4) :78-96 [3] Zhang Zhaohui ANSYS entry and improve engineering application examples [M ].

., EISI-EAL: Engineering Analysis Language, Proceedings of the Second Conference on Computing in Civil Engineering, American Soc.
Civil Eng., pp.276-285 (1980) [7] Ko, William L. and Leslie Gong, Thermo structural Analysis of Unconventional Wing Structures of a Hyper-X Hypersonic Flight Research Vehicle for the Mach 7 Mission, NASA/TP-2001-210398 (2001) [8] Jon Lee, Rimas Vaicaitis, Perdiction of Statistical Dynamics of Thermally Buckled Composite Panels, American Institute of Aeronautics and Astronautics (1998) [9] Kavallieiatos, P and Vaicaitis, R, Nonlinear Response of Composite Panels of High Speed Aircraft, Composite Engineering, 3, 645-660 (1993) [10] Jeom Kee Paik and Jung Kwan Seo, Nonlinear finite element method models for ultimate strength analysis of steel stiffened-plate structures under combination biaxial compression and lateral pressure actions, Stiffened panels.

An Approach for Calculation of Bulk-solid Pressures in Squat Silos YUAN Fang 1,a, WANG Fuming 2,b and GAO Xinnan 3,c 1 School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, P.
China 2 School of Environment and Water Conservancy Engineering, Zhengzhou University, Zhengzhou 450002 3 Department of Civil Engineering, Zhengzhou Institute of Technology, Zhengzhou, 450052 a fangyuan64@371.net, b fuming@public.zz.ha.cn, c yezizhi@sina.com Keywords: curve wall; squat silo; bulk-solid; lateral pressure distribution; plane of rupture Abstract.

Permanent Deformation Behavior of Composite Structure Asphalt Concrete LI Pei-longa ，ZHANG Zheng-qib and WANG Bing-gangc College of Highway engineering, Chang'an University, Xi'an 710064, P.
Reston: American Society of Civil Engineers(ASCE), 2006:124-133 [3] A.
Reston: American Society of Civil Engineers(ASCE), 2009：22-31 [5] Y.