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Faculty of Civil Engineering and Mechanics, Jiangsu University, No.301, Xuefu Road, Zhenjiang 212013, P.
China 2Lecturer, Ph.D., Faculty of Civil Engineering and Mechanics, Jiangsu University, No.301, Xuefu Road, Zhenjiang 212013, P.
Geotechnical Engineering Division, ASCE, 2002, 128(12): 986–996
Chinese Journal of Geotechnical Engineering, 2004 26(4): 553–556.
Application research of prestressed concrete pipe pile on highway bridge engineering, 2007(in Chinese)

3-D Granular Simulation on the Process of Slope Failure and Collapse Bing Yang1,2, a, Jun Yang1,2, b 1 Department of Civil Engineering, Tsinghua University, Beijing,100084,China 2 Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing,100084,China a ice861110@gmail.com, b junyang@tsinghua.edu.cn Keywords: slope failure, high speed landslide, collapse, seismic load, particle flow, valley shape.
Germany, Springer (2005), p. 311–325 [2] Chao-Lung Tang, Jyr-Ching Hu, Ming-Lang Lin, Jacques Angelier, Chia-Yu Lu , Yu-Chang Chan, Hao-Tsu Chu: Engineering Geology Vol. 106(2009), p. 1–19 [3] LI Xin-po, HE Si-ming: Journal of Sichuan University (Engineering Science Edition) Vol. 42 Supp. 1(2010), p. 70–75, in Chinese
Bulletin of the International Association of Engineering Geology Vol. 52(1995), p. 75–78 [5] Cundall, P.

Bond-Slip Constitutive Relationships of the CFRP/Concrete Interface WU Xiaoyong*1, a, Wang Hui2,b 1 College of Civil Engineering and Architecture, China Three Gorges University, Yichang, Hubei, China 2 Department of Civil Engineering, Shantou University, Shantou, Guangdong, China a xywu007@gmail.com, b497438275 @qq.com Keywords: Bond-slip; Constitutive Relationships; CFRP; Concrete; Bidirectional-pull specimens.
Neale: Engineering Structures Vol. 39(2012), P. 11-23
Jiang: Engineering Structures Vol. 27(2005), P. 920-937
Yu: Engineering Structures Vol. 56(2013), P. 945-953

Therefore, if we can estimate CO2 emission by historical case studies, explore the factors that influence the CO2 emission of engineering structures and establish its emission factors, it can help the future engineers to estimate CO2 emissions and identify major source of emissions of bridge projects.
Projects’ carbon emissions assessment guidelines issued by Civil Engineering Contractors Association (CECA) mentioned carbon emissions by direct emissions from projects equipment, work area generating and vehicle transportation and through indirect emissions from purchased electricity or steam and other activities [4].
Case Calculation and Analysis The case data contents include engineering drawings, quantity calculation books and unit price analysis table, etc.
[4] UK Civil Engineering Contractors Association, CECA.

Nonlinear Dynamic Analysis Model for RC Shear Wall Pinle Zhang Department of Civil Engineering, Kunming University of Science and Technology, Kunming, China *Correspondence to: Zhang Pin-le, Kunming University of Science and Technology, 650500, P.R.
Modeling of Coupled Shear Walls and Its Experimental Verification[J].Journal of Structural Engineering, 2005, 131(1): 75-84
[J].Earthquake Engineering and Engineering Vibration, 1980,(1):63-75 (in Chinese)
China Civil Engineering Journal, 2011, 44(6):34-38 (in Chinese).

Hassan1, d 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai, Malaysia amohammad@utm.my, btaliatyusuf@yahoo.com, cainulhaezah@yahoo.com, dibrashg@yahoo.com Key words: Palm oil fuel ash, Metakaolin, Geopolymer, Compressive strength, Mortar.
Acknowlegdement This paper present results from research being undertaken under the auspices of management of Faculty of Civil Engineering, Universiti Teknologi Malaysia.
Nikraz: Submitted to ARPN Journal of Engineering and Applied Sciences (2012) [6] K.
Zaharaki: Submitted to Journal of Minerals Engineering (2007) [7] M.
Konstantinos: Submitted to Procedia Engineering (2011) [9] Z.

Calculation and Analysis of the Tunnel Lining's Thermal Stress Field under High Temperature LI Meng1,a，CHEN Wen Hua2,b，Jia Wei3,c 1School of Civil Engineering Beijing Jiaotong University, Beijing 100044 2School of Civil Engineering Beijing Jiaotong University, Beijing 100044 3CCCC Road And Bridge Consultants CO.LTD a10115280@bjtu.edu.cn,bwhchen@bjtu.edu.cn, cjw85928@163.com Key words: high temperature tunnel; lining structure; temperature field; stress field; heat conduction; numerical simulation Abstract: Considering the high temperature problem, this paper details the process of the heat conduction, builds the differential equations of the heat conduction, discusses the boundary conditions.
Introduction Infrastructure construction of our country is going hotly，a large number of tunnel is used in subway, underground lining, mine and railroad, at the same time, construction of tunnel also bring plenty of engineering and environment problems, especially thermal environment in tunnel.
Concrete is one of the most useful architecture materials in the underground engineering, which capability is related to the useful life and stability of structure.
Chinese Journal of Geotechnical Engineering, 2000，22(5):545-548.

Experimental Research on Steel-high Strength Concrete Composite Beams Wei Xu 1,a, Feng Xu 1,b, Hao Wang 1,c and Lian-Guang Wang 2,d 1College of Civil Engineering,Shenyng Jianzhu University,Shenyang110168,China 2College of Resources and Civil Engineering, Northeastern University,Shenyang110004,China acewxu@sjzu.edu.cn, bcefxu@sjzu.edu.cn, c wh861017@126.com, dcelgwang@sjzu.edu.cn Keywords: steel-high strength concrete, composite beams, deformation, stud Abstract: Based on 5 test specimen of steel-high strength concrete composite beam, This paper analyzes test results, researches on mechanical properties of steel-high strength concrete composite beams, load-deformation properties, performance of the interface slip and strain of the midspan across-section of beams, Study on the performance of the steel-high strength concrete composite beams.
It also possess structural mechanical properties, and is able to adapt to the large modern engineering structures cross, heavy, high-rise development .moreover, it also meets the need to withstand harsh environmental conditions, It's a promising new generation of composite beam [1].
In this article we studied the deformation performance, interface slip distribution, and cleared the working process about the steel with high strength concrete composite beams, in order to offer important reference for engineering design.
[4] Xuwei: Study on Mechanics Behaviors of Steel-high Strength Concrete Composite Beams , Northeastern University, Shenyang, (2004) [5] Miyamoto A,Tei K, Nakamura H,et al: Behavior of Prestressed Beam Strengthened with External Tendons, Journal of Structural Engineering, ASCE, Vol.126 (2000), p.1033-1044 [6] Wang Lian-guang and Liu Zhi-yang: Steel and Lightweight Aggregate Concrete Composite Beams, (Southwest Jiao Tong University Publication, Chengdu 1998), in Chinese

Deformation and energy-based seismic damage evaluation of Steel reinforced concrete and reinforced concrete Piers Jiajue Lin2,a, Airong Liu1,2,b*, Qicai Yu2,c, Jiangdong Deng2,d 1Guangzhou University-Danjiang University Join Research Center for Engineering Structure Disaster Prevention and Contro, Guangdong Guangzhou 510006 P.R.China; 2School of Civil Engineering of Guangzhou University; Guangzhou 510006, China a285143797@qq.com, bLiu-a-r@163.com, cYuqicai @163.com, ddengjdong@163.com *Corresponding author: Airong Liu (1972-), Professor, Doctor. bLiu-a-r@163.com Keywords: Deformation; Hysteretic energy; Steel reinforced concrete piers; Reinforced concrete bridge pier; Multi-modal; Cyclic pushover Abstract: The method of MMCP (modified modal cyclic pushover) which can reflect the dual criterion of deformation and energy was used to make an assessment on seismic performances of the steel reinforced concrete piers and reinforced concrete bridge piers.
Earthquake Engineering and Structural Dynamics, 2002, 31(3):561-582 [3] GB 50011—2001 Code for seismic design of buildings.
Journal of civil engineering, 2011, 44 (5):16-23. ( in Chinese) [5] HuiJun Yu, Qicai Yu, Airong Liu: Method based on energy theory and experimental study on seismic performance of long-span arch bridge.
Journal of shenzhen university science and engineering, 2011, 28(3):189-194. ( in Chinese)

Research on New Type Quantitative Nondestructive Pre-stress FRP Sheet Tension Fixture Guangshan Zhu1,2, a, Longsheng Bao2,b and Chao Guo2,c 1 Northeasten University, Shenyang,Liaoning,110819,China. 2 School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China ajiandazgs@126.com, byulingsy@163.com, cguochaoglovel@126.com Keywords: Tension Fixture, Pre-stress FRP Sheet, Non-destruction, Quantify Tension.
It also can be recycled to lower the cost of the engineering.
Engineering Mechanics, 2007, 24(II): 62-74 (In Chinese) [3] Shouping Shang,Hui Peng,Hua Tong,Donghui Wei,Linghong Zeng.Journal of Building Structures, 2003, 24(5): 24-30 (In Chinese) [4]  Shawulieti Baikaiyi,Lieping Ye,Yong-xin Yang,Jiangbo Zhang.
CHINA Civil Engineering journal, 2007, 40(1): 15-20 (In Chinese) [6] Jing Zhuo,Tangning Li,Qingxue Zhang,Mi Zhou.Building Structure, 2006, 36(3): 22-24 (In Chinese) [7] Xiaoying Chen,Tangning Li,Mingzheng Chen,Yin Huang.Engineering Mechanics, 2009, 26(6): 186-192 (In Chinese)