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Direct Coupling of NBEM-FEM for Problems of the Interaction of Ground and Foundation Beam Huiming Zhao1, a, Huidong Cheng 1, b, Weihong Peng1, c, Zhengzhu Dong 1, d 1 Department of Mechanics, School of Mechanics and Civil Engineering, China University of Mining & Technology, Xuzhou.
Chinese Journal of Geotechnical Engineering, vol. 15, no. 6 (1993), p. 44-52 (In Chinese) [4] S.C.
Computer Methods in Applied Mechanics and Engineering, vol. 182, no. 3-4 (2000), p. 341-354 [9] G.

Acknowledgements The authors gratefully acknowledge the financial support provided by the Key Discipline of Civil Engineering in Hunan province, the National Natural Science Fund of China (Project No.11175081), the Project of Hunan provincial Department of Science and Technology (2011SK2015) and the Education Department Fund of Hunan Province of China(08C749).
Bhalerao, Flyash adsorption studies for organic matter removal accompanying increase in dissolved oxygen, International Journal of Chemical Engineering and Applications. 2(2011) 434-438
Hwang, Unburned carbon from fly ash for mercury adsorption: II. adsorption isotherms and mechanisms, Journal of Minerals & Materials Characterization & Engineering. 1(2002) 79-96

An Investigation into the Earthquake reaponses of Special-shaped Arch Bridges Chang-Huan Kou1,a, Ming-Chang Yang1,b, Shih-Wei Ma1,c and Tsung-Ta Wu1,d 1Department of Civil Engineering, Chung Hua University, Hsinchu, Taiwan 30012, R.O.C.
Kausel: Response Spectrum Analysis of Structures Subjected to Spatially Varying Motions, Earthquake Engineering and Structural Dynamics, Vol. 21(1992), p.461-470
Robert: Seismic Response of and Design Aids for Arch Bridges, Journal of Structural Engineering, Vol. 119 No. 10 (1993).

School of Civil Engineering and the Environment.
Bacheal of engineer (Chemical Engineering).

Research on the Crashworthiness of Neotype Flexible Safety Fence Zhengbao LEI 1,a, Lihong LI 2,b, Muxi LEI 3,c and Chenchen CHEN 2,d 1 Key Laboratory of Highway Engineering (Changsha University of Science and Technology)，Ministry of Education,Hunan Changsha 410004,P.R.China; 2 Engineering Research Center of Catastrophic Prophylaxis and Treatment of the and Traffic Safety (Changsha University of Science and Technology), Ministry of Education, Hunan Changsha 410004,P.R.China; 3School of Civil Engineering and Architecture, Changsha University of Science and Technology, Hunan Changsha 410004 P.R.China.

Energy Consumption Performance Study of New T-shaped Hysteretic Damper Chao Xu 1, a, Yongfeng Niu 1,b and Yongxie Zhao 1,c 1School of Civil Engineering,Jilin Jianzhu University,Changchun,China atianya880217@126.com, b yongxiezhao@163.com, c1140416324@qq.com.
World Earthquake Engineering, 2007.3(In Chinese)
World Information On Earthquake Engineering, 2004,20（1）：10-15(In Chinese)

Liew2,d 1State Key Laboratory of Fire Science, University of Science and Technology of China, Hefei, 230026, PR China 2Department of Civil and Architectural Engineering, City University of Hong Kong, Kowloon, Hong Kong, 999077, PR China ahuofz@mail.ustc.edu.cn, bwgsong@ustc.edu.cn, cweil232@mail.ustc.edu.cn, dkmliew@cityu.edu.hk Keywords: Pedestrian dynamics; Evacuation; Floor-stair interface; Lattice gas model; High-rise building Abstract.
Lawrence, Investigating the Representation of Merging Behavior at the Floor-Stair Interface in Computer Simulations of Multi-Floor Building Evacuations, Journal of Fire Protection Engineering 18 (2008) 291-316
Mowrer, Emergency Movement: SFPE Handbook of fire protection engineering, Massachusetts: NFPA (2002).

An evaluation method of structural redundancy under earthquake action Nanhai Zhu 1, a*, Xiaohua Zhao2,3,b Dong Huang1,c and Bo Zhu1,d 1School of Architectural and Surveying Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, China 2 Department of Civil Engineering, Shantou University, Shantou 515063, China 3Key Laboratory of Structure and Wind Tunnel of Guangdong Higher Education Institutes, Shantou 515063, China azhunanhai6@163.com, bxhzhao@stu.edu.cn, chuangdong@163.com, dzhubo@126.com Keywords: structural redundancy; single-layer reticulated dome; earthquake; response sensitivity Abstract.
Introduction The importance of redundancy has been recognized historically by structural engineers.

Research on the prediction of impact sound insulation to a homogeneous wall Shangyou Wei1,2,a,Xianfeng Huang1,2,b,Zhixiang Zhuang1,2,c and Junxin Lan1,2,d 1Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning 530004, China 2College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China a237404735@qq.com, bseulee@163.com, c164625568@qq.com, d249335371@qq.com Keywords: Statistical energy analysis, homogeneous walls, sound reduction index, impact sound transmission.
It is really meaningful for practical engineering and research works.

（In Chinese) [2] Keku Deng：Polyester fiber effectively prevent pavement concrete temperature and shrinkage cracks, Central South Highway Engineering,vol.10(2006)
[5] GJB1112A-2004.Construction and Acceptance Specifications for Flying Area Engineering of the Military Airfield
[7] Romualdi JP, Baston GB: Mechanics of crack arrest in concrete, Project Society of Civil Engineers,vol.89,(1963): 147～168..