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Numerical Analysis of Shock Wave Propagation Law of Internal Gas Explosion Xiu Hua Zhanga, Yan Yan Wub School of Civil Engineering, Northeast Forestry University, Harbin China, 150040 azhangxh2000@163.com, bwuyan317@163.com Key words: Gas explosion, Shock wave, Fluid-structure coupling, Numerical simulation Abstract.
International Journal of Impact Engineering, Vol. 31 (2005), p. 85-111

Discussion on Structure Design of Shaft Lining Built in Porous Rocky Aquifer with High Water Pressure Xiao-min Zhou1,a,Bing Deng1,b, Cheng-xuan Ma1,c 1.Civil and Environment School, University of Science and Technology Beijing, Beijing 100083,China agroundfreezing@gmail.com, bdengbin198871@163.com>, cmcxxy@126.com Keywords:shaft, shaft lining structure, shaft lining thickness design, porous rock aquifer, water tight concrete, water pressure.
Sometimes the in-situ engineers realize shaft thickness is too conservative to use due to code, but no theory can be referred to improve design, thus the Reduction Coefficient Method[4] are used as a theory to reduce the lining thickness, which in practical, is to take measurement of releasing enclosure water pressure or grouting, that is the prevailingprinciple saying “priority to grouting block, secondly to discharge on limit”.
Reference [1]Rongli Zhang, Guowei He,Duo Li:Coal Mining Design Manual, Beijing：China Coal Industry Press House,(2008) (in Chinese)； [2] Xuzhilun:Elastic Mechanics,Beijing: People Education Press,(1978) (in Chinese); [3] The Standards of the People’s Republic of China GB50384-2007, Code for design of coal mine shaft and chamber, Beijing: China Planning Press,Aug. 1,2007； [4] Jianxiu Wang, Lizhong Yang, Jing He: Introduction to the calculation of external water pressure of tunnel lining, Chinese Journal of Rock Mechanics and Engineering Vol.21(9)(2002), P.1339~p1343(in Chinese)；

Spatial layout is complete, historical building style is unified, engineering continuation is good.
The characteristic analysis and protection of Changchun Xinmin street historical and cultural blocks, Journal of Jilin Institute of Architecture and Civil Engineering, vol.4 (2010),p. 51-53, In Chinese [4] Dj.

Aust: A Review and a Bibliography on Finite Elastic Deflections of Bars (Civil Engineering Transactions 18(2), 1976, p.74-85) [5] G.
Campanile: Lightweight Shape-Adaptable Airfoils: A New Challenge for an Old Dream (Adaptive Structures: Engineering Applications, John Wiley & Sons, Ltd , 2007, p. 89-135) [7] S.T.

Triaxial low-temperature creep tests of artificially frozen soil Dong-Wei Li1, a, Ju-Hong Fan1,b, Ren-He Wang 1,c 1College of Civil Engineering and Architecture, Anhui University of Science and Technology,Huainan,Anhui,232001,China adwli2005@163.com, bjuhongxiaofan@163.com, crhwang@ aust.edu.cn Keywords: Freeze - thaw process; Shaft-tower foundation; Interaction; Numerical simulation.
[3] Vyalov,S.S.etal,1963,USArmy Cold Regions Research and Engineering Laboratory, Translations 76

Corrosion Behavior of HRB400 Reinforcing Steel using Cyclic Potentiodynamic Polarization Technique Yuye Xu1, a, Bilan Lin1,b 1College of Civil Engineering, Huaqiao University, Xiamen, Fujian, 361021, China ayuyexu@hqu.edu.cn, bbilanlin@xmut.edu.cn Keywords: HRB400 Reinforcing Steel, Corrosion, Simulated Concrete Pore Solution, Electrochemical, Polarization.
To ensure the durability of the engineering structures, it is necessary to make their connection points in the insulation state.

Conclusions Energy consumption of hot water accounts for 10-40% of the total energy consumption of commercial buildings, and 20-30% of that of civil buildings, so it is increasing important to improve energy efficiency of hot water supply.
Energy Engineering. 2002.
Applied Thermal Engineering. 2001.

Reliability Research of 50 axle steel on the Ultra-high Cycle Fatigue Fracture Behavior under Ultrasonic Loading Tang Weiwei1, a, Wang Hong1, b 1School of Mechanics and Engineering, Southwest Jiaotong University, Chengdu 610031, China atangww456@163.com, bhwang60@163.com Keywords: Ultrasonic fatigue, symmetric tension and compression, Weibull distribution, S-N curve, P-S-N curve Abstract.
Reliability Engineering of Rolling stock[M].
Civil aircraft design and research, 1999,(01)

Strength Quality Research of Cement Mortar Blended with Solar PV Cells Li-Wei Teng1,a, Ran Huang1,b, Hui-Mi Hsu2,c An Cheng3,d, Jia-Ruey Chang2,e, Ping-Hung Yu3,f 1Department of Harbor and River Engineering, National Taiwan Ocean University, Keelung 202, Taiwan 2Center for Sustainable Development, National Ilan University, Yilan 260, Taiwan 3Department of Civil Engineering, National Ilan University, Yilan 260, Taiwan adlwkimo@gmail.com, branhuang@ntou.edu.tw, chmhsu@niu.edu.tw (Corresponding Author), danfendi@gmail.com, echangjr@niu.edu.tw, fpinhome3@gmail.com, Keywords: Solar PV cell, Strength, Slump, Cement mortar.

Analysis for Seismic Responses of Continuous Girder Bridge under Strong Near-fault Earthquake Level Xinle Li 1,a Huijuan Dou 1,b Dan Shen 2,c (1School of Civil Engineering and Architecture, Dalian Nationalities University, Dalian, China; 2China Railway Engineering Consulting Group Co., Beijing, China) alxdhj@126.com, bdhj@dlnu.edu.cn, cshendan@126.com Keywords：near-fault ground motions; continuous girder bridge; dynamic time-history method; seismic response Abstract.