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Mechanical Characteristics of Three-truss Plate-truss Composite Bridges on High-speed Railways Yan-qun HAN1,2,a * and Mei-xin YE1,b 1School of Civil Engineering, Central South University, Changsha, 410075, China 2Railway Engineering Research Institute, China Academy of Railway Sciences, Beijing, 100081, China ahanyanqun@163.com,byemx2@mail.csu.edu.cn *Corresponding author Keywords: Three-truss, Transverse allocation, Mechanical characteristics, High-speed railways.
The research for the mechanical characteristics and the calculating theory of three-truss plate-truss composite bridges with ballast monolithic deck of high-speed railways[D].Changsha: School of Civil and Architectural Engineering, Central South University,2008

The Application of SIFT Image Matching in the Information Query Based on MPI Acceleration Tianshuo Li1, a, Chunmei Hu1, b 1School of Geomatics and Urban Information,Beijing Institute of Civil Engineering and Architecture, China BeiJing 100044 alts150@yeah.net, bhuchunmei@bucea.edu.cn Keywords: SIFT matching; MPI; Information query;Acceleration Abstract.
Mobile client system follow chart Acknowledgements This work was financially supported by the Scientific Research Funding Project of Beijing University of Civil Engineering and Architecture (331613015) and Funding project for academic human resources development in institutions of higher learning under the jurisdiction of Beijing municipality (21271413106).
Infrared and Laser Engineering, 37(2008),181-184

Non–destructive Acoustic Testing of High-temperature Degraded Composite Cementations Materials Containing Rubber Aggregates and Ethylen Vinyl Acetate Polymer Binder Daniela Štefková1,a, Michael Tupý2,b, Konstantinos Sotiriadis2,c, Kristýna Šamárková1,d and Zdeněk Chobola1,e 1Department of Physics, Faculty of Civil Engineering, Brno University of Technology, Žižkova 17, 602 00 Brno, Czech Republic 2Institute of Technology of Building Materials and Components, Faculty of Civil Engineering, Brno University of Technology, Veveří 331/95, 602 00 Brno, Czech Republic astefkova.d@fce.vutbr.cz, btupy.m@fce.vutbr.cz, csotiriadis.k@fce.vutbr.cz, dsamarkova.k@fce.vutbr.cz, echobola@dp.fce.vutbr.cz Keywords: Impact-echo, mortar, EVA polymer, rubber aggregates, high-temperature degradation.
The response was picked up by an MIDI type piezoelectric sensor, whose output voltage was fed into a TiePie engineering Handyscope HS3, which is a two-channel, digital, 16 bits oscilloscope.

Analysis of Dynamic Reliability on Large-span Bridge Ying Guo1, 2, a, Guangyi Zhu 1,b , Shumin Cong 1,c 1School of Civil Engineering, Shenyang University, Shenyang 110044, China 2The Key Laboratory of Environmental Geo-technology Liaoning Province, Shenyang 110044, China aguoying0829@163.com, byxj2038@163.com, cshumin-cong@sohu.com Keywords: large-span bridge; dynamic reliability;seismic load; flutter Abstract.
Acknowledgements This work was financially supported by the Develop Project of Ministry of Housing and Urban-Rural Development of People’s Republic of China (2011-k2-22) and the Liaoning Provincial Natural Science Foundation (201102154) and the Liaoning Provincial Department of Education Foundation (L2010379) References [1] Yang yu-dong, Wang hao, Li ai-qun,“Research Progress in Health Monitoring and Condition Assessment for Long Span Bridges”, Jiangxi Architucture,vol. 2, 2005, pp. 18-20 [2] LIU Chun-guang, LI Hui-jun, “Reliability Analysis of K8 Single-Layer Spherical Lattice Shell Under Multi-Dimensional and Multi-Support Excitations”, Engineering Mechanics, vol.27.
Tanak“Bridge Flutter Reliability Analysis of Random Wind Loads”, Journal of Civil Engineering Publishing, Vol.36(2003),pp.42-46 [7] JTG D60-2004, “Highway Planning and Design Institute in Highway Bridge Design Genera lSpecification”.

Double Non-linear Mechanical Characteristics of Transmission Tower Structure Based on Model Amendment XUE Jia Zhu1, a, ZHI Xiang Cao2,b and CHI Yv Zhang3,c 1 College of Civil and Transportation Engineering, Hohai University, Nanjing, China 2 College of Water Conservancy and Civil Engineering, Tibet Agricultural and Animal Husbandry College, Linzhi, Tibet, China 3 Technical Design Department, Nantong NO.4 Construction Group CO., Ltd, Nantong, China azhuxuejia@126.com, bcaozhx2005@126.com, cntsj2259@163.com Keywords: Transmission tower; Double nonlinear; Arc-length iteration; Load displacement Abstract.
Follows in material elastic deformation stage, the structure of the nonlinear characteristics are not obvious, But with the increasing of loads, structure represent strong nonlinear characteristics, and linear elastic calculation results of obvious difference, the double nonlinear transmission tower under the condition of the bearing capacity of a linear elastic computation income of the ultimate bearing capacity of smaller, and transmission tower structure of nonlinear instability is the most common failure mode.If linear elastic theory calculation maximum capacity and actual situation compared with larger error, and the structure of double nonlinear calculating theory can meet the practical engineering needs.

It is a current practice for civil engineering designers to design the base isolation using both type of devices in order to work in paralell to protect the building.
Ionescu, Numerical model for earthquake analysis of buildings equipped with different devices for seismic damping, 2nd International Conference for PhD students in Civil Engineering and Architecture, Cluj-Napoca, Romania (2014) 89-94
Ionescu, Computational studies for comparison between BRB dampers and SERB new romanian dampers performance in damping system of high buildings, Advanced Engineering Forum 13 (2015) 144-147

Research on Generalized compatibility equations of quasi-conforming element methods Kewei DING School of Civil Engineering, Anhui University of Architecture, Hefei 230601, PR China dingkw@aiai.edu.cn Keywords: quasi-conforming element,generalized compatibility equations, verify function, the weak formulation.
Conclusion The original univariate finite element theory and method have is hard to adapt to the engineering problems, it is necessary to the urgent need of the theory and method of the original named new development.
Meth.Eng., 4(1970),73-83 [13]Y.Q.Long and K.G.Xin, China Civil Engineering Journal , 1(1987),1-14 [14]P.C.Shen, Pressof Anhui University, 12(2001),151-164 [15]K.W.Ding and L.M.Tang, Acta Mechanica Sinica,30(1998),580-586

Experimental Investigation on Wide-span Cold-formed Steel Roof Truss System Shahrin Mohammad1,a, Mahmood Md Tahir1,b, Cher-Siang Tan1,c, Poi-Ngian Shek1,d. 1Steel Technology Centre, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia.
The experimental work was carried out in Structures and Materials Laboratory, Faculty of Civil Engineering, UTM.
Journal of Structural Engineering Vol. 132, No 4, 616. (2006)
Journal of Structural Engineering Vol. 132, No 4, 608. (2006)

The Solution of the Structural Reliability Index Based on SAPSO Ketong Liua, Aiping Tangb School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China aketong-1982@163.com, btangap@hit.edu.cn Keywords: Reliability index, Particle swarm optimization, Simulated annealing, Optimization, Performance function Abstract.
Application of Genetic Algorithm to Reliability Analysis of Geotechnical Engineering[J].Chinese Journal of geotechnical engineering, 2000, 22(5):586-589
China Civil Engineering Journal, 2003,36 (12):39-43

The Find-forming of Transmission Line in ANSYS Wei Kong1,a, Mingwei Zhu2,b, Zilin Sheng3,c 1, 2School of Civil Engineering, Northeast Dianli University Jilin, China 3Datang shuangyashan thermoelectric Co., LTD agflkw@163.com, bzhumingwei11@126.com, cshengzilin@126.com Keywords: Form-finding, Catenary equation, ANSYS, Transmission Line Abstract: Transmission line wire is a kind of suspension cable structure, need to determine the initial state of the wires, so can make a accurate analysis for the transmission line system.
As can be seen from table2, the sag error of form-finding and theoretical is less than ±2.5%, meet the engineering requirements[9].Table 3 lists the stress at the points relative to table2.
Wang: ANSYS Numerical analysis of Engineering Structures(China Communications Press, Chia 2007).p6-7
Li: Journal of Information Technology in Civil Engineering, Vol.2 (2010), No.4:p.61-65.