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The Research on the Recognition Technique of Rock AE and Noise Signal Jian ping He 1,a and Ning Wang2,b 1 Dept. of civil Engineering of Luoyang Institute of Science and Technology, Luoyang,471023,China 2 School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mian yang , China ,621010 a hejp1348@lit.edu.cn, b wangning_eml@126.com Keywords: acoustic emission（AE）; noise; spectrum;recognition; wavelet analysis Abstract.
[2] Nie Bai sheng,He Xue qiu,Wang En yuan, submitted to Journal of Journal of China University of Mining & Technology In Chinese Vol.6.（2002),p 609 [3] Cai Mei feng,Lai Xing ping, submitted to Journal of Chinese Jounal of Geotechnical Engineering, In Chinese Vol.1(2003),p.51 [4] WangEn-yuan,He Xue-qiu,Liu Zhen-tang., submitted to Journal of Journal of China Coal Society In Chinese, Vol.3.(2004),p.289 [5] Ma Zhimin Jia Jia, submitted to Journal of Chinese Journal of Rock Mechanics and EngineeringDec.
,submitted to Journal of Journal of Southeast University(Natural Science Edition) In Chinese, Vol.2.(2006), p.322 [7] Guo Cunjie,Mao Zhongqiang,LIU Shaodong , submitted to Journal of Science Technology and Engineering In Chinese Vol.1.(2006), p.189

TheClassification and Development of a Selection Support Program ofa Subway Station as a Temporary Shelter Eun-Young, Kim1,a,Eun-Kyoung, Hwang2,b 1Dept. of Interior Architecture Design, Hanyang University 1Researcher, Korea Institute of Civil Engineering and Building Technology 2Research Fellow, Korea Institute of Civil Engineering and Building Technology akey@kict.re.kr, bekhwang@kict.re.kr Keywords:Subway station, temporary shelter, selection support program Abstract.The requirement for the utilization of a subway station as a temporary shelter is promptness.
[4] Byounghu Son, Eunkyoung Hwang, Subway Station’s Seating Capacity for Temporary Evacuees from Disastrous Situations based on an Analysis of the Number of Toilets, Korean Journal of AirConditioning and Refrigeration Engineering, Vol. 25, No.7, 2013, pp.418-426
Davidson, A systems view of temporary housing projects in post disaster reconstruction, Construction Management and Economics 24, 2006, pp.367-378 [8] Akihiko Iwasa, Takashi Hasegawa, ShunichhiShinkai, Masahiko Shinozaki, Atsuko Tasutake, Kenichi Kobayashi, A practical approach to temporary housing for disaster victims, Journal of Asian Architecture and Building Engineering 38, 2012, pp.33-38 [9] Lindsey R.

Static Simulation on Wind-induced Buckling of Large LNG Tank Luping Yi1, a and Jing Ji2, b 1 The Architecture Engineering Department, Qinhuangdao college of Northeast Petroleum University, Qinhuangdao, HeBei, 066004, China 2 The civil and Architecture Engineering college, Northeast Petroleum University, Daqing, Heilongjiang, 163318, China aJijing1977@163.com, bJlqjjdoudou@163.com Keywords: LNG Storage Tank, ANSYS Software, Windward Meridian, Wind Pressure Distribution.
In 1967 Rish published their research results, and gave ci value of equation (5), ACI-ASCE (American Society of Civil Engineers) also defines ci value of equation (5), two groups of wind pressure coefficient concrete values are shown in Table 1.
Pricher: Journal of Structure Engineering.

Test Investigation of Velocity Distribution Considering Snow Particles Participating Keqin Yan1,2, a Xuanyi Zhou1,b Ming Gu1,c 1 State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China 2 School of Civil Engineering, Huangshi Institute of Technology, Huangshi 435003, China a drkqyan@yahoo.com.cn , bzhouxytj@tongji.edu.cn , cminggu@tongji.edu.cn Keywords: simple wind tunnel, wind-snow coupling effect, means velocity profile, tubulence intencity profile, logarithmic distribution Abstract: This paper presents the fitting expressions of mean velocity profile and turbulence intensity for wind-snow coupling conditions.
Journal of Wind Engineering and Industrial Aerodynamics, 2003. 91: p. 551-569. 2.
Key Engineering Materials, 2010 accepted. 6.

Investigating Member Length Imperfection Behavior of Curved Scissor-Type structures Mohammad Reza Ghasemi 1,a, Hamid Abbasi2,b 1Associete professor, Civil Engineering Department, University of Sistan & Baluchestan, Iran 2M.Sc Student, Civil Engineering Department, University of Sistan & Baluchestan, Iran amrghasemi@hamoon.usb.ac.ir, bhamidabbasi@mail.usb.ac.ir Key words: Deployable structure, Scissor-type unit, Geometric imperfection, nonlinear behavior.
[2] C.Gantes, J.J.Connor and R.D.Logcher, (1991), “combining numerical analysis and engineering judgment to design deployable structures”, Computers & Structures.
[6] El-Sheikh, A.I., (1997), “Effect of Member Length Imperfections on Triple-Layer Space Trusses,” International Journal of Engineering Structures, Vol. 19, No. 7, pp 540-550

Aerodynamic Comfort Analysis of High-Speed Trains Passing Each Other at the Same Speed through a Tunnel Yaguang Yan1, 2, a,Qingshan Yang1,b,Jian Zhang1,c 1School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,P.R.China 2School of Civil Engineering,Hebei University of Engineering, Handan 056038,P.R.China ayaguangyan@gmail.com, bqshyang@bjtu.edu.cn, c05115229@bjtu.edu.cn Key words :high-speed train;tunnel;meeting;comfort Abstract.
References [1]Woods W A,Pope C W.A:Journal of Wind Engineering and Industrial Aerodynamics,1981(7),p.331

Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China 2.
Key Lab of Disaster Forecast and Control in Engineering, Ministry of Education of China, Guangzhou 510632, China atmqtmq@jnu.edu.cn, b txjch@jnu.edu.cn Key words: truncated sandwich shallow conical shell structure; nonlinear dynamic buckling; Budiansky-Roth criterion; Galerkin method Abstract: Nonlinear dynamic buckling for sandwich shallow conical shell structure under uniform triangular pulse is investigated.
Introduction Sandwich shells are increasingly wide used in aerospace, shipbuilding, automobile, submarines, nuclear reactors, pressure vessels, civil engineering and other areas as an important structural element.
[7] Xu Jiachu ，Zhangyong, Nonlinear dynamic stability analysis for truncated sandwich shallow spherical shells subjected to explosive impact, 2011,Engineering Mechanics,2011,28(1),150-156（in Chinese）

Nonlinear Finite Element Analysis on Steel Reinforced Concrete L-shaped Short-shear Wall Hongyuan Tang 1, a, Wei Lin 2, b 1College of Architecture and Civil Engineering, Xihua University, Chengdu 610039, China 2College of Architecture and Civil Engineering, Nanchang University, Nanchang 330047, China asteventhy@163.com, b lvictory1989@163.com Keywords: Steel reinforced concrete; L short-sheer walls; nonlinear finite element Abstract.
References [1] Jianjing Jiang: Nonlinear Finite Element Analysis of Reinforced Concrete (Shanxi Science and Technology Press, Xi'an 1998) [2] Qingliang Kang: Finite Element Analysis of Reinforced Concrete (China Water Power Press, Beijing 1996) [3] Jianjing Jiang, Xinzheng Lu, Lieping Ye: Finite Element Analysis of Concrete Structure (Tsinghua University Press, Beijing 2005) [4] Xiangdong Xu, Guyi Kang, Shiliang Yao: Architectural Structure, 1 (1999), p. 27-30 [5] Wangxi Zhang, Weijian Yi, Jianyang Cheng: Central South Highway Engineering, 4(2001), p. 33-35
[6] Jianxiang Wang, Fang Su, Jinglong Hu: Water Resources and Architectural Engineering, 2(2006), p. 26-28.

Mechanical properties of reactive powder concrete containing fly ash under different curing regimes Dehong Wang1,2, a *, Yanzhong Ju1,b and Wenzhong Zheng2,c 1School of Architecture Engineering, Northeast Dianli University, Jilin, 132012, China 2School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China ahitwdh@126.com, bjuyanzhong@126.com, c214030828@qq.com Key words：Reactive powder concrete; Fly ash; Mechanical properties; Curing regimes Abstract Mechanical properties of reactive powder concrete (RPC) containing fly ash were investigated under different curing regimes (standard and steam curing) in this study.
Nowadays to be a promising material for special concrete members, it can be used for civil engineering, mining, oceaneering and military projects.
The research will be providing basis for engineering application of RPC.

Research Precast Fool Slab of Massonry Building Roof Reinforcement Methods Lixin Li a, Ziqiang Zhao b,Shaowu Zhang, Zhu Shi c School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China a903927851@qq.com, bzzq15940253789@126.com, c759179568@qq.com Keywords: Precast floor slab; Stability of the outer plane; Stability of the internal plane;Aseismatic ; Strengthening ; Stick steel Abstract: Most of the existing building floor roof of brick structure is precast floor slab structures, which structural integrity is not good.
Disaster Prevention and Mitigation Engineering (2009) [3] Zongsheng Pan, Yongfu Gao: Experimental study of short cold drawn carbon steel wire prestressed hole board to prevent brittle fracture.
Concrete (2001) [4] Tsinghua University and other civil engineering structures Experts Group: Earthquske building damage analysis.
Building Technology (2012) [7] GB 50011-2010, Seismic Design of Building[S] [8] GB 50007-2011, Masonry structure design specifications[S] [9] GB 50223-2008, Construction Engineering seismic classification [S] [10] GB 50550-2010, Structural reinforcement construction quality acceptance [S]