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Analyses of Temperature Loads’ and Support Settlements’ Effect on Load Bearing Capacity of Arch-Reticulated Shell Hybrid Steel Structure of Beijing Jiangtai Winter Garden Xiaoping He1,a, Yang Gao2,b, Yongjiu Shi2,c, Yuanqing Wang2,d and Kai Lu1,e 1 Zhuhai King Glass Engineering Co.
,Ltd., Zhuhai, 519070, China 2 Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China ahepingx11@163.com, bgao-y08@mails.tsinghua.edu.cn, cshiyj@tsinghua.edu.cn, dwang-yq@tsinghua.edu.cn, elk@kge-group.com, Key words: arch-gridshell hybrid structure; finite element analyses; temperature loads; support settlements; load bearing capacity Abstract.
References [1] FAN Zhong, WANG Zhe, TANG Jie: Journal of Building Structures, Vol. 28(2007), p. 32-40 (In Chinese) [2] ZENG Zhi-bin, ZHANG Yu-ling, WANG Li, et al: Railway Engineering, Vol. 8(2008), p. 1-5 (In Chinese) [3] GAO Yang, SHI Yong-jiu, WANG Yuan-qing, et al.

Numeric alanalysis of size effect on mesol concrete random aggregate model Xinyu Liang1, a, Faning Dang2,b, 1 College of Civil Engineering and Architecture Xi’an University of Technology Xi’an 710048, Shaanxi Province, P.R.China Key_xinyu@163.com Keywords: size effect, random aggregate model, compressive strength, error square sum of strain Abstract.
Introduction Material size effect refers to the mechanical properties is no longer a constant, but changes alteration of the structural geometry size [1]. the size effect problem of Quasi-brittle materials is important and complex on the theory and engineering.
In civil engineering, hydro, and other disciplines, it has test of the actual experimental system, the experimental results obtained guided and applied to the actual structure [2],which is one of the researchers facing problems.
Alneriean Society ofMeehanieal Engineers.Vol.50.1997(10):593-627

Showkati 1, b 1Department of Civil Engineering, Urmia University, Urmia, Iran ast_v.hoseinzadeh@urmia.ac.ir, bh.showkati@urmia.ac.ir Keywords: Pipeline; Uniform external pressure; Ring-stiffened; Buckling; bending Abstract.
DeGeer: Determination of the collapse and propagation pressure of ultra-deepwater pipelines, Proc. 22nd International Conference on Offshore Mechanics and Arctic Engineering, June 8–13, Cancun, Mexico, (2003)
Crawford: Collapse testing of thermally treated pipe for ultra-deepwater applications, Proc. 23rd International Conference on Offshore Mechanics and Arctic Engineering, June 20–25, Vancouver, Canada, (2004)
MEng thesis, Faculty of Civil Engineering, Urmia University, (2010).

Temperature Field Analysis of CRTS-II Ballastless Track Slab Structure on Soil Subgrade Lei Zhao1a , Lu Sun1b,Tongjiang Fan2c 1.School of Transportation, Southeast University, Nanjing 210096,China 2 .School of Civil and Architecture Engineering ,Chongqing Jiaotong University, Chongqing 400074,China a zhaolei81661@aliyun.com b125767937@qq.com c ftj.163@163.com Keywords: CRTS-II superstructure; temperature field; heat transfer theory; ABAQUS subroutine Abstract：Temperature changes have a significant impact on the CRTS-II track structure in Beijing-Shanghai high-speed railway which has longitudinally connected type.
International Journal of Pavement Engineering,2003,4(3):131-142
Thermal design criteria for deep prestressed concrete girders based on data from Confederation Bridge[J].Canadian Journal of Civil Engineering, 2004, 31(5): 813-825 [11] LU Wenliang,JIWenyu,DUJinsheng.Temperature Filed and Temperature Effect of Railway Concrete Box Girder[J].China Railway Science:2006,27（6）:49-53
Engineering Structures, 2010, 32(5), 1411-1422

Novel Pile-to-pilecap Connection under Lateral Load Jaeha Lee1, a, WooSeok Kim2,b, Yongwon Seo1 and Kyeongjin Kim1 1Department of Civil Engineering, Korea Maritime University, 727 Taejong-ro, Youngdo-gu, Busan, 606-791, Republic of Korea 2Department of Civil Engineering, Chungnam National University, 99 Daehak-ro, Yusung-gu, Daejeon, 305-764, Republic of Korea ajaeha@hhu.ac.kr , bwooseok@cnu.ac.kr (corresponding author) Keywords: Pile-to-pilecap Connection, Crack Control, Concrete, Lateral Load Abstract.
Laman: Parametric Study and Length Limitations for Prestressed Concrete Girder Integral Abutment Bridges, Journal of the International Association for Bridge and Structural Engineering (IABSE), IABSE, Vol. 21, No. 2 (2011), p.151-156
Jeoung: Concrete Crack Control of Pile-to-pilecap Connection in Integral Abutment Bridges under Cyclic Bridge Movement. 3rd International Conference on Advanced Engineering Materials and Technology, Zhangjiajie, China (2013)

Dynamic response analysis of small oil tanker based on AQWA XU Jinhao 1, a, LIU Yueqin 1,2,b and CHEN Chaohe 1,2,c (1South China University of Technology, School of Civil Engineering and Transportation, Department of Naval Architecture and Ocean Engineering,Guangzhou,Guangdong, 510641,China;2Guangzhou modern industrial technology research institute,Ships and marine technology research and Development Center,Guangzhou,Guangdong, 511458,China) axujinhaoscut@163.com byqliu1@scut.edu.cn cchenchaohe@scut.edu.cn Key word：AQWA; RAOs; Hydrodynamic analysis in frequency domain; sprawling forecast Abstract：Ship navigation performance more and more attention in real sea conditions.To study the properties of ship motion in waves, Applling hydrodynamics calculation software for AQWA-line and AQWA-AGS modules and taking into account the role of random wave load, 2450DWT a small oil tanker in simulation and analysis of a campaign response under sea conditions, Calculate shipping in several
All these provide design basis for Marine engineering design. 3. good longitudinal stability of a ship, sailing in the wave is large selection to face the waves, avoid transverse wave or bow sea voyages.
[3] Yan Gong Wei , OU Jin-ping , based the AQWA of tension leg platform power response analysis [ J ] Seventh National Civil Engineering graduate academic forum , Southeast University , (2009)

A New Procedure for Structural Fault Estimation Using a Prescribed Eigen-structure Kun-Nan Chen1*, Wen-Der Ueng1 and Yunn-Lin Hwang2 1Department of Mechanical Engineering, Tungnan University, New Taipei City, Taiwan 2Department of Mechanical Design Engineering, National Formosa University, Yunlin County, Taiwan *Corresponding Author: knchen@mail.tnu.edu.tw Keywords: Fault estimation, Eigen-structure, Stiffness reduction coefficient, GARTEUR.
Introduction For large and complex mechanical, aerospace and civil structures in operation, nondestructive evaluation is often the only choice to detect structural weakening or damage before a catastrophic structural failure may occur.
Noh et al. [4] introduced a sequential change-point diagnosis algorithm to perform a successive hypothesis test as a damage estimation procedure for civil structures.
Chen: Model updating and optimum designs for V-shaped AFM probes, Engineering Optimization 38(7) (2006) 755-770
Sci. & Tech., Transaction B, Engineering 31(B1) (2007) 65-80

Study on Mechanical Properties and Field Monitoring of Ballastless CWR on the Bridge in High-speed Railway Bojing Chen1,a, Xiaopei Cai2,b, Xiaobo Shi2,c 1School of Civil Engineering, Southwest Jiaotong Univ, Chengdu 610031, China 2School of Civil Engineering, Beijing Jiaotong Univ, Beijing 100044, China a12125768@bjtu.edu.cn, bxpcai@bjtu.edu.cn, cshixiaobo1733@163.com.cn Keywords: CWR, Expansion regulator, Additional longitudinal force, Fiber grating Abstract.
For example, the French engineering Colnat and Jean had analyzed the temperature distribution law of ballasted CWR on the bridge[1].
Establishment of the Mechanical Model Engineering Situation.

Application of SVM in predicting the strength of cement stabilized soil Xuchao Shi1, a, Qixia liu1, b and Xiujuan Lv2, c 1 School of Civil Engineering, Henan University of Technology, Zhengzhou 450001, China 2 Henan Technical College of Construction, Zhengzhou 450007, China a haut2007@163.com, bzzwhhd@163.com, clk500@163.com Key word: Support Vector Machine; model; cement soil; strength; predict Abstract.
Introduction Along with the modernization of the continuous development of infrastructure, we often encountered soft soil base in the industrial and civil construction, transportation and other projects.
Soft Ground treatment is necessary when the engineering geological features of foundation soil can not meet the demand of the engineering.Soil-cement pile composite foundation with a low price, construction of simple and easy to control quality, etc., can be widely used in soft soil foundation.
Journal of Geotechnical and Geoenvironmental Engineering.2008, 6, 1021-1024 [2] Lu lihua, Prediction of Nerve Network of Soil-Cement Mechanics Property.

Adhesiveness of Kaolin Based Coating Material on Lumber Wood Shamala Ramasamy1,2,a, Kamarudin Hussin 1,2,b, Mohd Mustafa Al Bakri Abdullah 1,2,3,c, Che Mohd Ruzaidi Ghazali 1,2,d, Andrei Victor Sandhu4,e, Mohammed Binhussain 5,f, and Noor Fifinatasha Shahedan 1,2,g 1Center of Excellence Geopolymer and Green Technology, School of Materials Engineering, Universiti Malaysia Perlis (UniMAP), 01007, P.O Box 77, D/A Pejabat Pos Besar, Kangar, Perlis, Malaysia 2 Faculty of Engineering Technology, Universiti Malaysia Perlis (UniMAP), P.O.
Box 77, D/A Pejabat Pos Besar, Kangar, Perlis 01000, Malaysia. 3Faculty of Technology, Universitas Ubudiyah Indonesia (UUI), Jln Alue Naga Desa Tibang, Banda Aceh, Indonesia 4Gheorghe Asachi Technical University of lasi, Faculty of Materials Science and Engineering, Blvd.
Kaolin, a geopolymer is getting the attention as green binder with promising potentials in various industries such as civil, manufacturing.
Previous researchers have been studying on replacing existing organic materials with geopolymer coating and bonding materials for protection applications in civil industry [8-10].
The authors of the present work wish to acknowledge Ministry of Education (Malaysia), Faculty of Engineering Technology, (UniMAP) and KACST for the financial support provided in this study.