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Mechanical Behaviors of Shape Memory Polymer with Linear Monomer Bo ZHOU1, 2, a, Xuelian WU1, Yanju LIU3 and Jinsong LENG1, b 1Center for Composite Materials and Structures, Science Park of Harbin Institute of Technology, No.2 Yikuang Street, Harbin 150080, China 2College of Aerospace and Civil Engineering, Harbin Engineering University, No.145 Nantong Street, Harbin 150001, China 3Department of Aerospace Science and Mechanics, Harbin Institute of Technology, No.92 Western Dazhi Street, Harbin 150001, China azhoubo@hrbeu.edu.cn, blengjs@hit.edu.cn Keywords: Shape memory polymer, mechanical behaviors, material parameter equation.
It is of engineering meaning to develop the material parameter equations which describe the relationship between the values of the material parameters of SMP and temperature.
Li: Key Engineering Materials Vol.419-420 (2010), p.497

Lu2,c 1 Department of Mechanics, School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044 2 School of Mechanical and Aerospace Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798, Singapore ayliu5@bjtu.edu.cn (corresponding author) ,b11115259@bjtu.edu.cn,cgxlu@ntu.edu.sg Keywords: Sandwich beams;projectile impact;transverse displacement; rigid-plastic model.
International Journal of Impact Engineering. 30(2004) 1283-1305
International Journal of Numerical Methods in Engineering. 7(2004) 1009-1027

The Structural Damages and Collapse Types in Turkey, Observed After the Recent Earthquake Serra Zerrin KORKMAZ1, a, Hasan Husnu KORKMAZ2, b 1Selcuk University, Architecture Faulty, Architecture Department, Konya, TURKEY. 2Selcuk University, Engineering Faulty, Civil Eng.
Soil Dynamics and Earthquake Engineering 24 (2004) 225–239 [2] H.
Altug Erberik, Fragility-based assessment of typical mid-rise and low-rise RC buildings in Turkey, Engineering Structures 30 (2008) 1360–1374 [5] A.S.
Elnashai, Analysis of the damage potential of the Kocaeli (Turkey) earthquake of 17 August 1999, Engineering Structures 22 (2000) 746–754 [6] S.

Investigation on the Effects of Ground Media on the Behaviour of Buried Pipes due to Blast Loads by Simulation Akinola Johnson OLAREWAJU Civil Engineering Department, School of Engineering, Federal Polytechnic Ilaro, Ogun State, Nigeria akinolajolarewaju@yahoo.com, akinolajolarewaju@gmail.com Keywords: Ground Media; Buried Pipes; Blast; Mitigation Measures; Simulation Abstract.
Ph.D Thesis, School of Engineering and Information Technology (SKTM), Universiti Malaysia Sabah, Malaysia (2013)
Mannan: Guidelines for the Design of Buried Pipes to Resist Effects of Internal Explosion, Open Trench and Underground Blasts, Journal of Geotechnical Engineering, (15/J), Oklahoma, USA, June (2010), 959-971

Analysis of Composite Beam with Different Web Openings Wenyuan Liao1, a, Donghua Zhou1, b, Longqi Li1, c 1Faculty of civil Engineering, Kunming University of Science and Technology, Kunming 650224, China alwy065@126.com, b2807505863@qq.com, c lilongqiqingdao@sina.com Keywords: Composite Beam, Web Opening, FEM, Non-linear Abstract: In order to investigate the bearing behavior of composite beam with different web openings.
Because of the processing convenience, rectangular openings are widely used in the practical engineering [1].
Shape of opening Combined with the engineering practice and consideration of the construction convenience, the design shape of opening includes: square, diamond, rectangle, hexagon and circular.
[2] Park J W, Kim C H, Yang S C.Ultimate strength of ribbed slab composite beams with web opening [J].Journal of Structural Engineering, ASCE, 2003, 129(6):810-817

The mechanical properties comparative analysis for socked and non-socketed composite pile Heng Chen 1,a, Kesheng Ma 2,b 1. 2 College of architectural and civil engineering, Tai yuan university of technology, 030024, China achenheng0381@link.tyut.edu.cn Keywords: socked piles;non-socketed pile;composite piles;static and dynamic loads Abstract: For socked and non-socketed piles in the different mechanical behavior under static and dynamic loads, the paper use ABAQUS to model, simulate the pile , the soil interlayer thickness between the bottom of the pile and bedrock are 2m, 4m under vertical load and Earthquake, cushion cap, pile and pile soil stress situation found non-socketed piles when the soil interlayer thickness within a certain range, the composite pile small subside under dynamic, static loads, the non-socketed piles can better take advantage of the pile soil has a good seismic performance in the earthquake.
Introduction Rock socketed pile with its high bearing capacity, small settlement, is widely used in the practical engineering, but if one-sided pursuit of rock socketed pile, and ignore the overlying soil of composite pile foundation load transfer characteristics and bearing capacity of rock socketed pile and inevitable shortcomings, can notachieve the expected objective.
Embedded numerical rock pile friction analysis,method of engineering application of building science, 2014,17-22 [3] Tang bin, Yu Xiao, Wang Yuexiang.
The embedded rock pile load transfer of pile based on the characteristics of rock structural surface.Journal of rock mechanics and engineering, 2009,24 (4): 39-41 [5] Xia Linong, Miao Yundong, Tan iron strong.

Study on Hydrodynamics and Temperature Development of an Under Bridge Fire Jiangang Jin1,a, Han Xiao1,b and Jiashi Tang2,c 1Faculty of Architectural Civil Engineering and Environment, Ningbo University, Ningbo 315211 China 2College of Mechanical and Vehicle Engineering, Hunan University, Changsha 410082 China apocketrainbow@gmail.com, bxiaohan@nbu.edu.cn, ctangjiashi@hnu.cn Keywords: CFD, fire load density, opening factor, burning control factor, time history of temperature Abstract.
In the field of fire protection engineering, zone models are frequently used for study of fire hazards or design of protections systems.
Chow, Application of computational fluid dynamics in building services engineering, Build.

Study of Bridge Piers Lateral Stiffness In Railway Vehicle-Bridge System Jiayu Yuan1,a , Zhiping Zeng1,2,b, Can Liu1,c, Xianfeng He1,d and Kunteng Zhu1,e 1School of Civil Engineering, Central South University, Changsha, Hunan, P.R.
China, 410075 2National Engineering Laboratory for High-Speed Railway Construction, Central South University, Changsha, Hunan 410075, China ayjymaster@gmail.com (Corresponding Author), bhzzp7475@126.com, c996710155@qq.com, d1239435840@qq.com, e306353043@qq.com Keywords: Vehicle-bridge system, Dynamic response, Lateral vibration Abstract.
Yanzhong: Determination of the strength and stiffness degradation factors for circular RC bridge piers (World Earthquake Engineering Press, Beijing 2005).
(In Chinese) [7] He ZHANG: Rule of Synergistic Action of Curvature Radius and Pier Stiffness of Curved Bridge (Highway Engineering and Transportation Press, Beijing 2009).

An Experimental Investigation On The Bearing Failure Load Of Multi-Pin Joints In Composite Laminates Yongang Xiea, Jifeng Zhangb, Zizhen Caoc, Lu Zhangd Smart Structures and Advanced Composites Laboratory, College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China axygzhrb@126.com, ajfzhang@hrbeu.edu.cn, czzhrbeu@126.com, dlulu1989429@126.com Keywords: composite; multi-pin joints; failure load; experimental study Abstract.
Introduction The usage of composites is increasing in aerospace and other engineering industrial applications, because of their high strength to weight ratios, high strength, high stiffness, low density and long fatigue life.
Mechanical tests were carried out to measure the engineering constants by using standard test methods due to the determination of composite material properties.

A new method tracing load-deflection equilibrium path of a doubly nonlinear truss Shutang Liu1,a, Qiliang Long1,b 1School of civil engineering, Guangzhou University, Guangzhou city, China 510006 aLQUUTH@163.com, b275663117@qq.com Key words: Nonlinear iteration technique, Post-buckling analysis, Truss structure Abstract: A new method tracing the load-deflection equilibrium path of a truss with doubly nonlinearity is proposed.
Computer Methods in Applied Mechanics and Engineering, 196(2007)
Computer methods in applied mechanics and engineering, 165(1998)
JOURNAL OF STRUCTURAL ENGINEERING(© ASCE), 134(2008)