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Ø100mm SHPB equipment and its application Zhigang Zhanga, Mengshen Li b‚ Xiaolong Wangc‚ Xiaolei Zhongd‚ Qing Lie Dept.of Airport Architecture Engineering of the Engineering Institute, Air Force Engineering University, Xi’an 710038, China auxzzx1@163.com, blms200508@163.com,c553949867@qq.com, dkgywx@yahoo.com.cn, eokko119@sohu.com Keywords: Ø100mmSHPB, impact loading, high strain rate, dynamic mechanical behavior Abstract.
The set introduced in this paper is the Ø100mm SHPB of constant section in the lab of Air force Engineering University.
While due to the civil and military requirement, the hot studies on materials with complicated or nonhomogeneity components demand innovation in SHPB technology.
A confining system(shown in Fig.9) of Ø100mm SHPB is successfully developed in Air force Engineering University recently.
Hopkinson: Mathematical, Physical and Engineering Sciences A213(1914), p.437-452

Analysis of Equivalent Static Method for Subway Station Liang Chen 1,a, Dejian Yang 1,b 1School of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin, China aChenliang0714@126.com,b13920785722@163.com Keywords: subway station; coupling seismic load; equivalent static load; dynamic time history analysis Abstract.
Table 2 Value of clay silt clay powder soil 0.57 0.55 0.54 As foundation soil of actual engineering is usually composed of complex soil, is adjusted in weighted average method and value form of as soil layer thickness Hi changed.
The earthquake engineering [J] No.2: 1-10, 1990（In Chinese） [4] Shanghai engineering construction norms.
Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2009:81-82(In Chinese) [7] Guobo Wang.Study on Calculation Theory and Method of Three Dimensional Seismic Response of Subway Station Structures in Soft Soil.
Shanghai: Underground architectural and engineering department of Tong Ji University, 2007：72－77（In Chinese）

Creep Analysis of Steel Structures in High Temperature Using Finite Element Method Yuesong Liu1, a, Yu Ching Wu1,b 1Building Engineering Department, College of Civil Engineering, Tongji University, No.1239, Rd.
References [1] Huang ZF, Tan KH : Journal of Structural Engineering 129(11):1531–1537 [2] V.
Dwaikat: Materials and Structures (2010) 43:1327-1341 [3] Furumura F, Ave T: Journal of Structural and Construction Engineering (1986) 361:142-151 [4] Bailey C.
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Springer-Verlag Berlin Heidelberg (2010) [6] Zienkiewicz OC, Cormeau IC: Journal of Numerical Method Engineering 8:821–845 [7] KK N: Fire-resistant steel for building structural use.

A Piecewise Function Smooth Strength Envelope Model Zhang Leiyu1, Zhuo ruihua1,2, Liu Lijian1,Feng Shuzhong1 1.The Basic Department, Military Transportation University, Tianjin 300161, China, dzx0516@sina.com, zhuoruihua2008@126.com, llj_0504@yahoo.com,fengshuzhong@126.com 2.School of Civil Engineering, Tianjin University, Tianjin 300072, China Keywords: Artificial ground motion; Strength envelop function; Baseline shift; Differentiable nonsingular point Abstract.
Engineering geology analysis theory [M].Beijing: geological publishing house, (1994)
Earthquake engineering introduction [M].
Wavelet analysis and its application in earthquake engineering.
Journal of engineering geology [J]. 8(3):369-373 (2000) [7] Wang Ji, Hu Xiao.

Study on Mode I Quasi-static Growing Crack Field in the Pressure-sensitive Dilatant Material Yong Yang1,a, Wu Guohui1,b , Liqiang Tang1,c , Li Ning2,d 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China 2 Engineering Department, Tianjin Petro-Offshore Engineering Limited Company, Tianjin 300457, China a yangharbin@163.com, bwuguohui@hrbeu.edu.cn, ctlq8854@126.com, dlining0304@yeah.net Keywords: pressure-sensitive dilatant material, stress and strain field, quasi-static growing crack Abstact.
Engineering practice also shows that time-dependent deformation of materials have great effects on the structural strength, rigidity and life duration.
So visco-elasticity has drawn much attention in the mechanical and engineering fields.

Vertical and Horizontal Seismic Response Analyses of Long-span and Single-layer Spherical Lattice Shell Structure Jinsheng He1,2,a Sheliang Wang1,b 1School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, 710055, China 2Academy of Building Research of Shaanxi Provincial, Xi’an, Shaanxi, 710082, China ayangtao0604@163.com bwangshel@aliyun.com Keywords: long-span structure; single-layer spherical lattice shell; response spectrum; seismic response; analysis Abstract.The dynamic characteristics of 80 m single-layer spherical lattice shell structure are analyzed to control its vibration under seismic load.
References [1] Shizhao Shen: Engineering Science, 2001, 3 (3): 34-41, in Chinese
[2] Fenglong Bai, Hongnan Li: Journal of earthquake engineering and engineering vibration, 2008, 28(4): 35-4, in Chinese
[3] Yang Ding, Wei Lin, Zhongxian Li: Engineering Mechanics 2007, 24(3):97-103, in Chinese
[5] Guangyuan Weng: Journal of Water Resources and Architectural Engineering, 12(1):11-15, in Chinese.

Elastoplastic Seismic Response Analysis of Masonry Buildings with Variable Wall Thickness along Height Baitao SUN 1, 2, a , Hongfu CHEN 1, b 1 Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China 2 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China a sunbt@iem.net.cn, b chen-hongfu@163.com Keyword: Wenchuan Earthquake; Masonry Building; Variable Wall Thickness; Elastoplastic Time-history Analysis; Lateral Stiffness Ratio Abstract.
T., "Investigation and Analysis on Seismic Damage of Masonry Buildings Subjected to Wenchuan Ms=8.0 Earthquake", Key Engineering Materials, 2011 [2] Anthoine, A., "Derivation of the In-plane Elastic Characteristics of Masonry through Homogenization theory", International Journal of Solids and Structures,1995, 32:137-163 [3] Xia J.
S., et al, "Experimental Study on the seismic performance of masonry building model with tie-column and reinforcement", Report of Institute of Engineering Mechanics, China Earthquake Administration, 1987 [4] Xia J.
W., "Study on Restoring Force and Energy Dissipation Characteristics of Masonry Walls under Horizontal Loading", World Earthquake Engineering, 1988, 2 :5-14 [5] Owen, R.

To study the performance of the rigid frame arch bridge under near-fault earthquake ground motion, two 3D FE models were created for earthquake response analysis of the bridge, using the computer program MIDAS/Civil.
(in Chinese) [2] CSTAM and IEM: Journal of earthquake engineering and engineering vibration, vol. 28 (Supplement) (2008)
Zhang: Journal of Structural and Earthquake Engineering, vol.65, (2009).
Zhao, Analysis of seismic damage of engineering structures in Wenchuan earthquake, Southwest Jiaotong University Press, Chengdu China (2008).
Fan.: Engineering mechanics, vol.27, (2010).

Journal of Automobile Engineering, 2004. 218: p. 1067-1075
Journal of Automobile Engineering, 2000. 214: p. 347-359
Biomedical Engineering, 1994. 28(5): p. 262-264
Experimental Analysis of Nano and Engineering Materials and Structures.
Master Science and Engineering., A110 (1989) 1-36

On the initial establishment of quality assurance system for indemnificatory housing Wei Xu1, a, Yanyan1,b 1Architectural and Civil Engineering Institute, Inner Mongolia Scientific and Technical University, Baotou Inner Mongolia, in China aemail:btxuwei2006@126.com, bemail: yan_8758@yahoo.com.cn Keywords: Indemnificatory housing; Quality assurance; Six sigma; Construction enterprises.
Project team involves related functions such as technology, production, engineering, procurement, sales, finance, management etc.
This process can be applied to "brainstorming", as to some engineering problems, you can use experimental design (DOE, Design of Experiments) techniques, through experiments to determine the optimal program.
Analysis Fix the key factor that affects the process of concrete engineering.
Engineering Construction Quality Control [M].