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The bridge wind-resistance performance tests have been carried out in the State Key Laboratory for disaster reduction in civil engineering of Tongji University.
Bridge Wind Engineering.
Current status and future trends in computational wind engineering [J].
Journal of Wind Engineering and Industrial Aerodynamics, 1997, 67/68: 3~34
Journal of Wind Engineering and Industrial Aerodynamic, 1999, 83(1-3): 393~408

Technological residual stresses, Mechanical engineering, Moscow, 1973
Mechanical engineering, Moscow, 2000
Ensuring Competitiveness and Quality of Mechanical Engineering Products, Knowledge-intensive Technologies in Mechanical Engineering, Moscow, 2013, № 4, pp. 3-6
Mechanical engineering, Moscow, 1974
Civil and Mech.

Introduction Pile-soil-structure interaction under seismic action is an important and hot research project in many fields such as bridge engineering, seismic engineering and geotechnical engineering [1].
Nonlinear analysis of 3D seismic interaction of soil-pile-structure systems and application [J].Engineering Structure , 2000,22(2):191-199
Engineering Mechanics,2009,26(9): 24-29.
Dynamic Response of Pile Groups with Different Configurations [J].Soil Dynamics and Earthquake Engineering, 1993(12):239-257
Horizontal seismic response analysis of aqueduct with pier-soil dynamic interaction [J].China Civil Engineering Journal, 2010,43(12): 137-143.

Analysis of Reasons for Siltation at Some Ore Wharf Zhuang Qian1, a, Zheng Qiming2,b, Wang Dong3,c 1Department of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin, 300384, China 2Tangshan Caofeidian Ore Harbour Co.
Port & Waterway Engineering. 2011(8):88-93.
Tianjin Port engineering sediment treatment and efficacy on silt coast.
Port & Waterway Engineering.2011（1）：66-74.
Port & Waterway Engineering. 2002(3):1-4.

A Study on the Evacuation Characteristics of Large-Span Structures Buildings Woo, Sujin1,a, Hwang, Eun-kyoung2,b 1Researcher, Korea Institute of Civil Engineering and Building Technology, Republic of Korea 2Senior Research Fellow, Korea Institute of Civil Engineering and Building Technology, Republic of Korea asjwoo@kict.re.kr ,bekhwang@kict.re.kr Keywords: Large-span structures, fire cases, evacuation design, evacuation characteristics Abstract.The construction of large-span structures has been continuously increasing domestically since 2005, but despite this trend, there are no existing fire prevention regulations and building standards for large-span structures.

Behavior of High Performance Steel-Fiber Concrete Exposed to High Temperature in Terms of Spalling and Permeability Gai-Fei Peng1,a,*, Xu-Jie Duan1,b, Xue-Chao Yang1,c, Ting-Yu Hao2,d 1Faculty of Civil Engineering, Beijing Jiaotong University, Beijing, China 2Research Institute of High Performance Concrete Central Institute of Building and Construction, MCC Group, Beijing, China a gfpeng@bjtu.edu.cn, b 06121460@bjtu.edu.cn, c 06121462@bjtu.edu.cn, d ty@chinahpc.net * Corresponding author Keywords: High performance concrete, high temperature, fire resistance, explosive spalling, steel fiber, permeability Abstract: An experimental investigation was conducted on behavior of high performance steel-fiber concrete subjected to high temperature, in terms of explosive spalling and permeability.
Journal of Materials in Civil Engineering, 3 (13): 230~234

Analysis of Stress - Strain Curve on Recycled Aggregate Concrete under Uniaxial and Conventional Triaxial Compression Haifeng Yanga, Zhiheng Deng b and Ying Huangc College of Civil and Architecture Engineering,Guangxi unniversty,Nanning,530004,China ayhfbb1984@yahoo.com.cn, bdengzh@gxu.edu.cn, cxiangwangyinghuo@sohu.com Keywords: Recycled Aggregate Concrete; Conventional Triaxial; Stress - strain Curve; Brittleness Index Abstract. 43 Φ50mm × 100mm column stress - strain curve tests are completed through RMT-201, which studied the compressive stress - strain curves of recycled aggregate concretes at distinct confining pressures under conventional triaxial stress state.
[5] V.Bhikshma, R.Kishore:Asian Journal of Civil Engineering.Vol 11 (2010),P.253 [6] Chujie Jiao,Wei Sun,Honggen Qin:Journal of Southeast University (in Chinese).Vol 34 (2004),P.366 [7] Ting Du: Microstructure of High Performance Recycled Concrete and Test Analysis.

Electrochemical Disintegration of Activated Sludge Using Ti/RuO2 Anode Gan Chin Heng1, a and Mohamed Hasnain Isa1,b 1,2Dept. of Civil Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh, Perak, Malaysia achgan26@gmail.com, bhasnain_isa@petronas.com.my Keywords: Activated sludge, electrochemical, Pechini’s method, Ti/RuO2 anode.
Acknowledgement The authors are thankful to the Management and authorities of the Universiti Teknologi PETRONAS (UTP) and the Civil Engineering Department, UTP for providing facilities for the study.

Long-Term Effects Monitoring on Prestressed Concrete Bridge Martin Moravcik1, a *, Lukas Krkoska1, b 1University of Zilina, Civil Engineering Faculty, Department of Structures and Bridges Univezitna 8215/1, Zilina 010 26, Slovakia amartin.moravcik@fstav.uniza.sk, blukas.krkoska@fstav.uniza.sk Keywords: Concrete Bridge Monitoring, Creep, Shrinkage Effect Prediction.
Structural Model of the Bridge The numerical analysis of the bridge was performed in the MIDAS Civil system with the basic concrete creep and shrinkage prediction models according to the Eurocode 2 standard especially STN EN 1992-1-1 [3] and STN EN 1992-2 [4].
Zich: Long-term deflections of cantilever segmental bridges, Baltic Journal of Road and Bridge Engineering, ISSN 1822-427X, TU Tallinn, Vilnius Litevská republika, 2013 [8] M.

Exploration on Traditional Courtyard Micro-climate Characteristics and Improvement Method — Case Study of No. 6 Courtyard of Chang’anxue Alley in Xi’an Sanxuejie Historic District Ruobing Fan1, a, Xiaoming Li2,b 1Department of Architecture, Faculty of Human Settlement and Civil Engineering, Xi’an Jiao-tong University, Xi’an, Shaanxi, 710049, China 2Department of Architecture, Faculty of Human Settlement and Civil Engineering, Xi’an Jiao-tong University, Xi’an, Shaanxi, 710049, China a fanruobingbing@163.com, b397009393@qq.com Keywords: Historic District; Traditional Courtyard; Ecological Micro-climate Abstract.