Search results

., Zhengzhou 450046, China; 2 School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China; 3 Southeast University-Monash University Joint Graduate School, Suzhou 215123, China; 4 Henan Provincial Academy of Building Research, Zhengzhou 450053, China ayuanjuliang@163.com, bwenhee@163.com, chuanghuangd227@gmail.com, d530886873@qq.com Keywords: urban road network; corrected component probabilistic importance; restoration after the earthquake Abstract.
Therefore, when urban road network has been damaged to different extents, it is of significance in theoretic research and engineering practice to preferentially restore certain road sections and intersections after earthquake, and considering the blockage related effects, in order to maximize the system’s reliability under the limitation of resource.
Xu: System Engineering, Vol.24 (2006), p37 [5] B.
Li, D Huo, et al: Earthquake Engineering and Engineering Vibration, Vol. 15 (1995), p36 [8] N.

Study on the Seismic Performance of the Braced Controlled Rocking Reinforced Concrete Frame Structure System Pei Li1, a, Jianxin Liu1, 2, b 1Shanghai Jianqiao University, Shanghai 201315, China 2College of Civil Engineering, Shanghai Normal University, Shanghai 201418, China a13816291736@163.com, bljx163@163.com (Corresponding Author) Keywords: Braced controlled rocking;Rocking joints;Joints weakening;Time history analysis Abstract.
The data of seismic waves come from the Pacific Earthquake Engineering Research Center（PEER）.
Fig.5 Compare Dynamic Response of BCR-RCF to RCF From the figure 5, we can see clearly that the interstorey displacement of the BCR-RCF structure is much greater than that of the conventional frame structure, which makes this BCR-RCF structure unable to satisfy the demands of the practical engineering projet’s control over the interstorey displacement angle.
Earthquake Engineering and Structural Dynamics, 2008, 37: 1657–1676
National and 10th Canadian Conference on Earthquake Engineering, July 25-29, 2010, Toronto, Ontario, Canada, Paper No 483

Effect of Pulse Current on the Plastic Deformation Behavior of Tungsten Lin Hua, Jiancan Yangb*, Wenguan Zhuc and Jie Cao d School of Material Science and Engineering, Beijing University of Technology, Beijing, 100124, China ahllcy@emails.bjut.edu.cn, byjcan@bjut.edu.cn, chogboy@emails.bjut.edu.cn, dcaojie000000@emails.bjut.edu.cn Keywords: Tungsten rod, Rare earth, Electroplastic, Microstructure.
Introduction The W-Re (rare earth element) material has good performance in electric emission, it is utilized in form of a wire, which is widely used in light bulbs, TIG welding, and civil microwave ovens.
Mears, Thermomechanical modeling sensitivity analysis of electrically assisted forming, Proceedings of the Institution of Mechanical Engineers, J.
Mears, A thermal-based approach for determining electroplastic characteristics, Proceedings of the Institution of Mechanical Engineers, J.
Roth, The microstructural effects on magnesium alloy AZ31B-O while undergoing an electrically-assisted manufacturing process, ASME 2009 International Manufacturing Science and Engineering Conference/ American Society of Mechanical Engineers, Vol. 1 ( 2009), p. 641-650

., Shanghai 200032, China 2Shanghai Key Laboratory for Innovation Technology in Engineering Structure, Shanghai 200032, China ayanhongzeng@gmail.com Keywords: corrosion; post-tensioned concrete (PC) beam; bending behavior; grouting condition.
Thus, the study on bending performance of corroded PC beam is of both theoretical and engineering practical significances.
In practical engineering structures, because of a thinner protective cover of non-prestressing reinforcements comparing to that of prestressing tendons in PC structures, under normal circumstances, the non-prestressed steel may suffer more severe corrosion than prestressing tendons.
Engineering Structures, 29(6), 1145-1152
Journal of Materials in Civil Engineering, 12(1), 33-38

Introduction The representative of cable-strut tensile structure is the cable dome structure which was firstly proposed by American engineer Geiger in 1980s.
The works are proved valuable in theory and practical engineering.
(In Chinese) [6] Ruojun Qian, Bo Su and Zhibin Lin: Engineering Mechanics. 25 (2008) 70-76.
(In Chinese) [7] Hua Deng and Qunfeng Jiang: China Civil Engineering Journal. 38 (2005) 1-7.

References： [1] Rytter A．Vibration Based Inspection of Civil Engineering Structures [D]．Denmark：Department of Building Technology and Structural Engineering，Aalborg University， 1993 [2] Jin Zhi.
Engineering Structures，2001，23:610-621 [4] ABAQUS User’Manual(V6．7．1) [5] GB 50011-2001, Seismic Design Code [S] [6] Bo Yi LU Xi-lin.
Sturctural Engineers. 2009 [7] Teng Jun,He Chun-kai.

Obtained parameters by test on the strength of the material, the paper establishs constitutive equation of stress-strain and aims at promoting research of straw concrete and application in engineering.
Jilin Institute of Architectural Engineering, 2008, 25(2):1-6.
Jilin Institute of Architectural Engineering, 2010, 27(1):1-3.
Proceedings of the Institution of Civil Engineers, 1999,134(3):257-274

Brief Analysis of the Technical Points about the Tailings Pond Environmental Impact Assessment Huilun Chen1, a 1 School of Civil & Environmental Engineering, and National International Cooperation Base on Environment and Energy, University of Science & Technology Beijing, 100083 Beijing, China achenhuilun@gmail.com Keywords: Tailings pond; Environmental impact assessment (EIA); Technical points Abstract.
Selecting favorable terrain is very important, which can form enough storage capacity with very short dam, call for small scale engineering of the initial and final dam, and material nearby is enough.
In addition, if the drainage discharge tailings engineering facilities can not take the role, once the flood comes, the dam environmental risks will outbreak, endangering the safety of residents downstream, so the environmental risk assessment of the dam will be the most important part of the EIA [3].
Meanwhile, according to the Standard for Pollution on the Storage and Disposal Site for General Industrial Solid Wastes (GB18599-2001), environmental management of closed tailings pond are as follows: tailings pond closed design requires engineering process; prior to closing the pond, it needs completion of acceptance.

Hussein1,c 1Centre for Structural Engineering and Construction (CSEC) Faculty of Engineering, University of Nottingham, University Park, Nottingham, NG7 2RD, UK aevxaoa@nottingham.ac.uk, bjohn.owen@nottingham.ac.uk, cmohammed.hussein@nottingham.ac.uk Keywords: post-tensioned concrete; corrosion; rupture; re-anchorage; tendon; ESPI; assessment; residual structural capacity; Abstract.
Williams, Proceedings of the Institution of Civil Engineers Part 1-Design and Construction 84 (1988) 635-669
François, Engineering Structures 31 (2009) 1687-1697

Effects of Wax Additive on the Rheological Properties of Asphalt Binder Lillian Gungat1,a, Meor Othman Hamzah2,b * and Goh Shu Wei3,c 1,2 School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Seberang Perai Selatan, Penang, Malaysia 3Universal Pave Sdn.
In Geo-Frontiers 2011@ sAdvances in Geotechnical Engineering, (2011) 4614-4623 [7] E.
[15] Babak Golchin, Effects of Redisect Additive on The Engineering Properties of Warm Asphalt Binders and Mixtures.