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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

Dynamic Analysis of Reticulated Shell Subjected to Earthquake Excitation Zhong Yanga, Yun Xub, Bing Zhaoc, Xujun Chend College of Civil Engineering and Urban Construction, Jiujiang University, China amasyang@163.com, bcloudysmilewuhee@163.com,czhaobing@jju.edu.cn, dcxuj98152@163.com Keywords: Reticulated shell；Earthquake；Displacement； Stress； Finite element method；Nonlinear Abstract.
In the seismic criterion for engineering structure three waves or more waves should be used to obtain the maximum response values of the structure.
Space structures the Fourth International Conference on Space Structures. 1993(1)：156-166 [8] Z.H.Xie static and dynamic analysis of the rib-ring spherical shell Diseration for Master of Engineering.
Journal of structure engineering. 2003.206-214 [13] Fan Feng, Shen Shizhao Vibration reduction analysis of viscous damper on single-layer reticulated vaults.
World Earthquake Engineering 2003.6 19(2):27-32

Asadullah2 1,2 Faculty of Chemical Engineering Universiti Teknologi Mara, 40450 Shah Alam, Selangor, Malaysia 1hanina_malek@yahoo.com 2asadullah@salam.uitm.edu.my Keywords: gasification; oil palm biomass; syngas; renewable energy; cost-benefit analysis Abstract.
Type Estimation Cost (RM) Direct Cost Major equipment, total purchase cost (PEC) 3,000,000 Equipment erection 1,500,000 Piping system installation 600,000 Instrumentation & control system 300,000 Electrical system installation 300,000 Building, process 150,000 Utilities 750,000 Storage 750,000 Site development 150,000 Ancillary buildings 900,000 Indirect Cost Design & engineering 600,000 Contractor’s fee 150,000 Contingency 900,000 Fixed Capital Investment 10,050,000 Start-up Cost.
Sinnot, in: Chemical Engineering Design: Coulson & Richardson’s Chemical Engineering, Publisher Elsevier Butterworth-Heinemann (2005) [12] T.
Jaramillo: submitted to Journal of Civil and Environmental Engineering (2007)

Lu1,a, Ming-Qi Chen1,b and Feng-Tsai Lin2,c 1Department of Civil Engineering, Chung Hua University No. 707, Sec. 2, WuFu Rd., Hsinchu 30012, Taiwan ROC 2Department of Naval Architecture and Ocean Engineering, National Kaohsiung Marine University No. 142, Haijhuan Rd., Kaohsiung 80543, Taiwan ROC acclu@chu.edu.tw, bm8804505@chu.edu.tw, cftlin@webmail.nkmu.edu.tw Keywords: Closed-form solution, Point heat source, Cross-anisotropic strata, Full space.
Introduction The thermal mechanical responses of strata due to heat generated by the radioactive waste in deep underground are important environmental engineering issues.
Gonzalez-Romero: Nuclear Engineering and Design Vol. 241 (2011), p. 3436 [2] F.
Savage: Rock Mechanics and Rock Engineering Vol. 21 (1988), p. 1 [12] J.

., 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.

There are a large amount of industrial facilities, civil buildings, roadways and large areas of fecund farmland, so surface subsidence is forbidden.
Acknowledgements This work was supported by the University of Science & Technology Beijing and China Enfi Engineering Corp.
Engineering and Mining Journal, 2002, (1): 24 ~ 27
Mining Engineer's Handbook [M].
(in Chinese) [4] China ENFI Engineering Corporation.

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

Introduction High strength steels have an increasingly important role in engineering applications, especially in the vehicle and transportation industry, where the producers are faced with the challenges of strict requirements for lower CO2 emission, and there is customer demand for lower operational costs.
However, the determination of the right welding technology, including the optimal process window, may still cause difficulties for welding engineers [1-7].
Zeman, Prevention of cold cracking in ultra-high strength steel Weldox 1300, Archives of Civil and Mechanical Engineering 14 (2014) pp. 417-424
Branco: High-Strength Steels, New trends is production and application, Mechanical Engineering Theory of Application, nova science publisher New York, 2018. pp. 144-198
Sisodia, Improving the HAZ toughness of Q+T high strength steels by post weld heat treatment, IOP Conference Series, Materials Science and Engineering 426, Paper: 012012, 2018

., 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

Materials Science and Engineering A, 213(1996): 103~114
Rare Metal Materials & Engineering, 39(2010): 963~968
Archives of Civil & Mechanical Engineering, 9(2009): 49~54
Journal of Materials Engineering, 1(2011): 23~26
Journal of Materials Engineering & Performance, 25(2016): 1~13.