Search results

Constitutive Equations of Engineering Materials .
Advances in Civil Engineering and Architecture., Vol.243-249,p.313–318. (2011) [8] Kupfer, H.B., Hildorf, H.K., and Rusch, H..
International Journal of Impact Engineering, Vol.36, p.1106–1115. (2009) [10] Lee J，Fanves G L．A plastic-damage concrete model for earthquake analysis of dams[J].
ASCE Journal of Engineering Mechanics, Vol.110(6), p.985–997. (1984) [12] Faria, R.
Journal of Architecture and Civil Engineering, Vol.22(4), p.15–21(2005)

References [1] YAN Changgen，LIU Tong，WU Faquan: Journal of Engineering Geology.
Vol. 33（2005），p.319（in Chinese）） [4] ZHANG ZHiqiang，LI Ning，Swoboda G: Chinese Journal of Rock Mechanics and Engineering.
Vol. 24（2005），p.3252 (in Chinese) [5] HUANG Da，HUANG Runqiu，ZHANG Yongxing: Journal of Civil, Architectural & Environmental Engineering.
Vol. 31（2009），p.68（in Chinese） [6] SUN Hongyue，SHANG Yuequan，ZHANG Chunsheng: Chinese Journal of Rock Mechanics and Engineering.
Vol. 23（2004），p.2192 (in Chinese) [7] LENG Xianlun，SHENG Qian，ZHU Zeqi: China Civil Engineering Journal.

The Passive Energy-Dissipation Study of Braced Steel Frame Structure Wenxia Luo a, Jinsong Lei b, Ying Hu c College of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, Sichuan, China aluoxia886@163.com, bleijinsong2003@163.com, cross8109@hotmail.com Keywords: Energy-Dissipation Brace; Low-Cycle Repeated Load; Time-History Analysis; Passive Energy Dissipation Abstract.
References [1] Fulin Zhou: Seismic control of engineering structure.
[3] Qiaoling Xian, Fulin Zhou: Earthquake Engineering and Engineering Vibration, 2002,22(3).
[4] Xiangzhen Li, Hailong Ou, Guoliang Cheng: Earthquake Engineering and Engineering Vibration, 2002, 22(3).
[6] Yuanqing Wang, Yi Huang, Yongjiu Shi: China Civil Engineering Journal 2006, 39(5): 65-71.

Dynamic Analysis of Slanting Type Five-Span Continuous CFST Arch Bridge without Wind Tied-bracing Hailiang Wanga, Xinlei Yangb, Quanchang Renc and Peng Dongd Department of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin 300384, China awanghailiang6601@126.com, byxl2@live.cn, crenquanchang@126.com, ddongpeng@126.com Keywords: CFST arch bridge, wind tied-spacing, seismic behavior.
symmetrical center line Fig. 1 General elevation the bridge (unit: m) Dynamic Calculation Model Dynamic analysis is performed through finite element analysis software MIDAS/Civil.
Lu: Journal of Structural Engineering, ASCE, 2002, Vol. 128(3), p. 09-318 [4] Z.
Nakamura: Structural Engineering international 1, Journal of the International Association for Bridge and Structural Engineering (IABSE), 2000, p. 45-50 [6] Y.
Chen: Journal of Structural Engineering, JSCE, 2001, 47A, p. 1475-1484 [7] Y.

Field monitoring and numerical simulating on three-dimensional thermal density currents in the estuary of Xiangxi river Niansan Hu 1,a, Daobing Ji 2*,b, Defu Liu 3,c, Yuling Huang 2,d, Weiping Yin 2,e, Chaojun Xiong 2,f and Yu Zhang 2,g 1College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei， 443002, China. 2College of Hydraulic & Environmental Engineering, China Three Gorges University, Yichang, Hubei, 443002, China 3Engineering Research Center of Eco-Environment in Three Gorges Reservoir Region, Ministry of Education, College of Hydraulic & Environmental Engineering, China Three Gorges University, Yichang, Hubei, 443002, China ahu_niansan@126.com, bdbji01101@163.com, cdfliu@189.cn, d hylcos90@qq.com, eywp19871016@126.com, fxcj19880106@163.com, glangren1986126@yahoo.cn Keywords: Three Gorges Reservoir; density current; field monitoring; simulating.
Journal of hydraulic engineering (in Chinese), Vol.41 (2006), p. 691-696
Chinese Journal of Environmental Engineering (in Chinese), Vol. 4 (2010), p. 2687-26
Hydraulic Engineering Series Report No. 68, Civil Engineering Studies, 2001

RETROFITTING OF A DOUBLE UNIT TUNNEL FORM BUILDING USING ADDITIONAL RC WALL, STEEL ANGLE AND CFRP Hamid, N.H.1,a, Anuar, S.H.1,b, and Azmi, N.L.1,c 1Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, MALAYSIA anorha454@salam.uitm.edu.my, bshamilahanuar@yahoo.com,cliyana_azmi@yahoo.com Keywords: tunnel form building, seismic retrofitting, hysteresis loops, lateral strength, ductility.
The experimental work was conducted and tested up to the maximum failure of the structures at Heavy Structural Laboratory, Faculty of Civil Engineering, UiTM, Shah Alam, Selangor, Malaysia.
[4] Hamid, N.H., Hadi, N.D. and Ghani, K.D., Retrofitting of Beam-Column Joint Using CFRP and Steel Plate, World Academy of Science, Engineering and Technology, International Science Index, 84,pp 783-788, (2013)
Behaviour of Tunnel Form Buildings Under Quasi-static Cyclic Lateral Loading, Structural Engineering and Mechanics, Vol. 27, No.1, pp 99-115, (2007)
Structural Performance of two types Wall Slab Connection Under Out-of-Plane Lateral Cyclic Loading, Journal of Engineering Science and Technology, Vol. 7, No. 2, 177-194, (2012)

And it has been applied in the engineering.
Engineering Journal,AISC,March,1986,5:97-106
Journal of Building Structures(in chinese), 2004, 25(4):66-71 [7]Zhou Xuhong, Mo Tao.China Civil Engineering Journal(in chinese),2005,38(5):10-14 [8]Chen W.F..
Engineering Structures.2000,(22)：116-122
Journal of Structural Engineering, ASCE.1996;122(11):1259-74

Design of Methodology for Non-Destructive Testing of Steel-Reinforced-Fiber-Concrete KOMÁRKOVÁ Tereza1,a 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic akomarkova.t@fce.vutbr.cz Keywords: Concrete, steel fibers, non-destructive testing, electromagnetic coil, impedance, resonance frequency.
The measuring instruments used for non-destructive testing of building structures are still more applied due to advances in electronics and electrical engineering.
The diagnostics of steel-fibre reinforced concrete is common in practice and a usable measurement device designed for the assessment of steel-fibre reinforced concrete homogeneity would be greatly welcome in civil engineering.
The method and methodology of construction element diagnostics is applicable in the building industry and material engineering.
Kene, Introduction to steel fiber reinforced concrete on engineering performance of concrete, International journal of scientific & technology research, 1 (2012) 4, ISSN 2277-8616 [4] Lataste J.

It may become one of main factors inducing engineering geological problems or geological disasters [6-10].
It involves fluid mechanics, geological engineering and geotechnical engineering.
Wang et al. [11, 12] reviewed railway engineering design in a mountain tunnel.
Mc: Bulletin of the Association of Engineering Geologists Vol.21(1984), p.101 [7] V.
Anagnostou: Rock Mechanics and Rock Engineering Vol. 26(1993), p.307 [11]M.

Experimental Study on Shear Mechanical Characteristics of Soil-Structure Interface under Different Normal Stress Hongchun Xia1,2,a, Guoqing Zhou 2,band Zechao Du1,c 1School of Civil Engineering, Liaocheng University, Liaocheng,Shandong, 252059 China 2State Key Lab for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou,Jiangsu 221008, China ahongchun.xia@163.com, bgdue.zhou@gmail.com, cduzechao@lcu.edu.cn Key words: standard medium sand; interface; normal stress; roughness; volume strain.
Introduction The interaction of soil and structure is a common problem in civil engineering.
Duncan: Journal of Soil Mechanics and Foundation Engineering Division, ASCE Vol. 97(1971), P. 1657
Pu: Journal of Geotechnical Engineering Vol. 23 (2001), P. 431.
Hardin: Journal of Geotechnical Engineering: Vol. 111 (1985), P. 1177.