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Investigation on the Effect of Infilled Walls Utilizing Response Spectrum Analysis for Steel Staggered-truss System Qingsheng Guo1, a, Qingshan Yang1,b 1Department of Civil Engineering, Beijing Jiaotong University, 3 Shang Yuan Cun, Hai Dian District, Beijing, China 100044 aguoqs8@sina.com, bqshyang@bjtu.edu.cn Keywords: Steel Staggered-truss System, stiffness of Infilled Walls, Response Spectrum Analysis, Capacity of Anti-seismic Load, Shear Force Increase Factor.
It has attracted the attention of the international engineers and academicians widely because of the advantages of economy, practicability and high effectiveness etc. recently [1,2]. .
“Staggered Truss Building Systems”, Civil Engineering ASCE , Vol.39 (1969) p.56-59
Hassler, “Erecting the Staggered Truss System: a View From the Field”, Engineering Journal AISC, Vol.23 (1986) p.166-172
Stanley, “Staggered Truss Adapted to High Rise”, Civil Engineering ASCE, Vol.80 (1985) p.44-47

College of Architecture and Civil Engineering,Taiyuan University of Technology, Taiyuan , China; 2.
College of Architecture and Civil Engineering,Taiyuan University of Technology, Taiyuan , China; 3.
College of Architecture and Civil Engineering,Taiyuan University of Technology, Taiyuan , China; a351105860@qq.com, b bxhong@tyut.edu.cn, c hewubin@tyut.edu.cn Key words:Sewage line; Subsoil settlement; Analysis of internal force Abstract: Through the model test in soil slot,the process of deformation and destruction of soft pipeline caused by subsoil settlement is simulated and observed in lab.
The purpose of the test is to provide references for pipe safety monitoring in the municipal engineering.
Engineering Mechanics,2005,04:79-83.

Research on the Evaluation Elements of Post-disaster Reconstruction Mingming Xiang 1, a, Xiaoning Li 2,b , Juanlin Fu 3,c 1School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, China, 621010 2 School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, China, 621010 3 School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, China, 621010 a kakaguoguo@yahoo.com.cn, b swustlxn@126.com, c fujuanlin0768@sina.com.cn Keywords: Earthquake, Post-disaster reconstruction, samples of disaster area, evaluation elements.
The hardware involves engineering measures of disaster prevention, including some independent anti-systems, such as flood control, anti-geological disasters, anti-earthquake disasters; besides that, also fire safety, traffic safety, public safety, urban lifeline security system which are closely linked to daily lives of residents.
Public service infrastructure: It is the general material conditions of social survival and development, the material and engineering facilities which supplies public services for social production and living, and the public service system which is used to ensure normal social and economic activities.

Research on Absorbing Property of Cement-based Material Blending with Graphite and Carbon Fibers Yong Zhang1,2,a, Bo Wang2,b, Xiaohui Wang2,c 1Mechanics & architecture engineering college, China university of Mining & Technology, Xuzhou ,Jiangsu 221008,China; 2Department of Airport Engineering, Air force Service College, Xuzhou, Jiangsu 221000,China; afreebirdzy1980@163.com,bwangbo543@163.com,c272111856@qq.com Keywords: Cement-based material, Modified materials, Absorbing property, Measuring test by arch method Abstract.
Introduction To prevent electromagnetic pollution in large civil buildings and reduce the harm of electromagnetic radiation to human beings, it is very important to take electromagnetic shielding measures during the construction.
This reflectivity is under the reflectivity of engineering application value of ground military target (-7dB), but is according with under -5dB effective bandwidth of civil building (1.7GHz).
This reflectivity is under the reflectivity of engineering application value of ground military target (-7dB), but is according with under -5dB effective bandwidth of civil building (1.7GHz)
[9] Zoughi R．Microwave and millimeter wave non-destructive testing [J]．International Journal for Numerical Methods in Engineering, 1995 ,53：461-462．

Yu3, c 1Faculty of Civil Engineering, The University of Guang Zhou, Mega City of University, Guang Zhou, P.R.
China 2Department of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong, P.R.
China 3Faculty of Civil Engineering, The University of Guang Zhou, Mega City of University, Guang Zhou, P.R.
However, most of these researchers employed semi-analytical method which is not easy to be applied to solve real engineering problems.
Actually, in engineering structure, branched cracks occur more often than straight-line cracks.

Fig.1 Core column with concrete filled steel tube Study on mechanical properties of core column with concrete filled steel tube has become the focus in the field of structural engineering.
China Civil Engineering Journal, 2000, 33(5):1-12.
Experimental study on limit values of axial compression ratio of SRC columns with circular steel tube[J].China Civil Engineering Journal,2001,34(6):23-28.
China Civil Engineering Journal, 2005，38（9）：9-13.
THE STUDY OF THE AXIAL COMPRESSIVE STRENGTH OF CONCRETEFILLED STEEL TUBE (CFST) BASED ON THE TWIN SHEAR UNIFIEDSTRENGTH THEORY.ENGINEERING MECHANICS, 2002，19(2):32-34.

Selected parameters of mortars containing fine-grain modification of glass and clay brick Martina Draganovska1, a, Alena Sicakova1, b 1 Technical University of Kosice, Civil Engineering Faculty, Institute of Environmental Engineering, Vysokoskolska 4, 042 00 Kosice, Slovakia a martina.draganovska@tuke.sk, b alena.sicakova@tuke.sk Keywords: construction and demolition waste, micro filler, glass, clay-brick, mortar Abstract.
Kosior- Kazberuk: Application of SSA as partial replacement of aggregate in concrete, Faculty of Civil Engineering, Bialystok University of Technology, Poland (2010), Information on http://www.pjoes.com/pdf/20.2/Pol.J.Environ.Stud.Vol.20.No.2.365-370.pdf [10] I.
Mezghiche: Effect of addition the dune sand powder on development of compressive strength and hydration of cement pastes, Engineering and Technology, Vol. 6, (2012), Information on http://waset.org/publications/13574/effect-of-addition-the-dune-sand-powder-on-development-of-compressive-strength-and-hydration-of-cement-pastes [12] M.
Student Conference of Civil Engineering and Architecture, (2014)

Effect of Soil Type in Compressed Earth Brick (CEB) with Uncontrolled Burnt Rice Husk Ash (RHA) Fetra Venny Riza1, a, Ismail Abdul Rahman1,b, Ahmad Mujahid Ahmad Zaidi2, c Lee Yee Loo1,d 1Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia (UTHM) 2Faculty of Engineering, Universiti Pertahanan Nasional Malaysia (UPNM) 3 afetravenny@gmail.com, bismailar@uthm.edu,my, cmujahid80s@yahoo.com, ahloon@uthm.edu.my Keywords: Laterite, clay, uncontrolled burnt rice husk ash (RHA), compressed earth brick (CEB) Abstract.
ASCE (American Society of Civil Engineers), 2010. 22(10): p. 1078-1083
International Journal of Civil Engineering, 2009. 7(2): p. 83-91
Conway, Masonry: Esthetics, Engineering, and Economy, Issue 1246. 1996.

Sugunad aResearch Scholar and b,c,d,Professor, a,b,dDepartment of Civil & Structural Engineering, Annamalai University, Chidambaram, India cDepartment of Civil Engineering, Pondicherry Engineering college, , Pondicherry,India * Email id: seshadrinsekhar@yahoo.com - mobile No+919443282646 bEmail id: pnr_ks@yahoo.com c Email id: dgovindarajalu@pec.edu d Email id: pnr_ks@yahoo.com Keywords: HPC concrtete, cyclic behaviour, GFRP sheets, Deflection, Strain energy Abstract.
Cyclic behaviour of RC beams strengthened with carbon fiber sheets bonded by inorganic matrix, Journal of Materials in Civil engineering, ASCE, 18 (2006) 28-35
[6] Adhikary.S.D., Li.B.and Fujikake.K., “Dynamic behaviour of reinforced concrete beams under varying rates of concentrated loading”, International Journal of Impact Engineering, 47 (2012) 24-38.

Evolution Characteristics of Permeability and Porosity of Mudding Weak Permeability Media with Nonlinear Flow Yinger Deng1, a, Jing Yu2, b, Xin Peng2, c 1State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China; 2College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China dengye6789@sina.com, b1225965177@qq.com, c2250656391@qq.com Keywords: evolution characteristics, permeability, porosity, mudding weak permeability media, nonlinear flow, geological engineering.
Fox et al. [4] discussed engineering geological problems.
The results can provide engineering safety of mudding weak permeability media nonlinear flow with scientific basis.
Mc: Bulletin of the Association of Engineering Geologists Vol.21(1984), p.101 [5] M.
Wang: Chinese Journal of Rock Mechanics and Engineering Vol.22 (2003),p.742 (in Chinese).