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Finite Element Analysis for the Mega Columns for XRL West Kowloon Terminus Wei Su1,a, Ying Sun1,b, Shi-qing Huang1,2,c and Ren-huai Liu 1,2,d 1 Department of Mechanics and Civil Engineering, Jinan University, Guangzhou, Guangdong, 510632, China 2 MOE Key Lab of Disaster Forecast and Control in Engineering, Jinan University, Guangzhou, Guangdong, 510632, China a suwei5@126.com, b 675171958@qq.com, c thuangsq@jnu.edu.cn, d lrh@jnu.edu.cn Keywords: Mega Columns, Finite Element Analysis, Stress Distribution, Mechanical Behavior.

Temperature field analysis of circular concrete filled steel tube reinforced concrete column under fire Jiansheng Dong, Qingxin Ren*, Lianguang Jia School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China *renqingxin@sjzu.edu.cn Keywords: circular section; concrete filled steel tube reinforced concrete column; temperature field; finite element analysis Abstract.
Fire resistance of circular steel columns filled with bar-reinforced concrete [J].Journal of Structural Engineering, 120(1994) 1489-1509

Analysis of Microstructure of Interfacial Transition Zone (ITZ) in Recycled Aggregate Concrete Wei Lia, Haiying Zhangb College of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai, China E-mail: aliwei6598@163.com, bjuli506@126.com Keywords: Recycled aggregate; Microstructure; Interfacial transition zone Abstract.
Acknowledgement We thank the Leading Academic Discipline Project J51502 and Shanghai Municipal Education Commission for supporting Civil Engineering Characteristic Construction Project 405zk090115001.

Analysis of the Damping Performance for Large-Span Steel Arch Structure with Buckling Restrained Braces Xiaodong Li a, Xiuli Wangb School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu, 730050, China alxd55555@tom.com, bwangxl@lut.cn Keywords: Buckling Restrained Braces; Steel Arch Structure; Finite Element Method; Damping Performance Abstract.
World Information on Earthquake Engineering，1998，13(3): 39-43.In Chinese

Experimental Study on The Influence of Temperature and Confined Load on The Creep Characteristics of Geogrid Zhen Zhang1, a 1School of Civil Engineering, Central South University, China a736719824@qq.com Keywords: geogrid;creep;creep tests;confined load;temperature.
Introduction Geogrid is a kind of reinforced materials,which is widely used in geotechnical engineering.The geogrid creep stress relaxation is the main reason that lead to the geogrid failure eventually.In the project,conventional tests,time-temperature superposition tests(TTS) and stepped isothermal tests(SIM) are carried out to predict the long-term creep and calculate the creep strain reduction .

Rainwater Collection and Purification Heating Roof System Shengli Gu Department of Architecture and Civil Engineering, Shangqiu Normal University, Shangqiu, Henan, China gushengli2003@163.com Keywords: roof member; rainwater collection; solar; glass; ceramic Abstract.
[7] Chuansheng Cao, Huimin Liu, Nan Wang: Transactions of the Chinese Society of Agricultural Engineering, Vol. 29 (2013), p.76 (In Chinese).

Accordingly, incase to satisfy the complex operating conditions, matrix composite pipes made of two or more materials have been applied in engineering.
According to the engineering experiment, we deem the pressure around the pipe is distributed as the Olander law, and the distribution function is cosine function.
[4] Li Guanghua, Finite element analysis of pressure piping tee, China construction of civil society meeting, 2007

Simulation Research of Engine’s Electronic Control System Based on Modular Modeling Method Sun Jianmin1, a, Gao Linghua1,b and Yang Yun1,c 1Beijing University of Civil Engineering and Architecture, Beijing, 100044, China a jianminsun@tom.com, b 1273055852@qq.com, c 1264345924@qq.com Keywords: Modular design; Engine’s electronic control system; Simulation Abstract.
Simulation Engine Engineering, 05 (2003)

Research of Vacuum Degree Influence on Performance of Vacuum Heat Insulation Oil Pipe Zhonghua Wang 1,2, Haiqian Zhao 1,2 1School of Civil Engineer and Architecture, Northeast Petroleum University, Daqing 163318, China 2 Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering,Daqing; Heilongjiang163318; China a6617123@163.com Keywords: heat insulation oil pipe, vacuum degree, apparent heat conductivity, thermal barrier.

Simplified Calculation Methods about Bottom Surface Size of Shallow Foundation Bearing Eccentric Load Menghua Fan School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475001, China menghuafan@126.com Keywords: Simplified Calculation Methods, Shallow Foundation, Bottom Surface, Size, Eccentric Load.
When the width of foundation is greater than 3m, or the embedded depth of foundation is greater than 0.5m, that the characteristic value of load-bearing capacity of ground, which is determined by the loading test or other experiments in situ, the experienced value gained from engineering practices etc., shall still be adjusted according to formula 4