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Effect of Tropical Climate Condition to Compressive Strength and Microstructure Properties of High Performance Fiber Reinforced Reinforced Concrete (HPFRC) Siti Asmahani Saad1, a, Farah Nora Aznieta Abdul Aziz2,b and Maisarah Ali3,c 1Civil Engineering Department, University of Technology Petronas, Bandar Seri Iskandar, 31750, Tronoh, Perak, Malaysia 2Department of Civil Engineering, University of Putra Malaysia, 43400, Serdang, Selangor, Malaysia 3Department Manufacturing and Material Engineering, International Islamic University Malaysia, P.O.
Voo Yen Lain from Dura Technology Sdn Bhd. for his meaningful technical advice, the staffs in Department of Civil Engineering of UTP and UPM and technicians of Faculty of Engineering UPM for their kind assistance throughout this research.
Gnaneswar: Asian Journal of Civil Engineering (Building and Housing), Vol.10 (2009), p.427-449
Pande: International Journal of Civil and Structural Engineering, Vol. 2 (2011)

Identification of Influence Factors and Establishment of Evaluation Index System for OPM3 in Mega Construction Engineering Enterprise Shenjun Qi 1,a, Wei Chen 1,b, Yunbo Zhang 1,c, Jingjing Wu 1,d Cai Jiazhong1,e 1 College of Civil Engineering, Huaqiao University, 361021, Xiamen Fujian a qisj972@163.com, b cw.young@163.com, c zhangyb@hqu.edu.cn, d jingjingwu1023@126.com, e caijiazhong@hqu.edu.cn Keywords: Comprehensive Evaluation; Maturity Evaluation Index, Multi-project Management, Project Management Office, Organizational Project Management Maturity Model, Principal Component Analysis.
Introduction The projects undertaken by the general construction engineering enterprise tend to be large-scaled, complicated, and multi-project management.
General construction engineering enterprises face coordination and management problems of multiple projects at the same time.
And the influence factors were also extracted from the organization structure framework and objective requirement of multi-project management in the mega construction engineering enterprise.
CHINA CIVIL ENGINEERING JOURNAL. (2009), p.183-188 [3] Zhenxi, LIAN and Jianming, CHEN: Creation and Application of Management Maturity Model for Real Estate Project Based on Multi-level Grey Theory.

Test of Thermal Capability to Rubber Concrete Lingqiang Yang 1, a, Liwei Zhang1,b and rui Gao1,c 1 School of Civil and Architectural Engineering.
Its good ductility, toughness and work performance are appreciated and used in engineering [2].
So we can solve many engineering problems.
Therefore, this research has engineering significance Test of Rubber Concrete about Adiabatic Temperature Rise Adiabatic temperature rise is an important factor to thermal stress of concrete.
Mat. in Civil Engineering.,1993, 5(4): 478-496 [3] DL/T 5150-2001, Test Code for Hydraulic Concrete[S].

Nonlinear Seismic Response of Special-Shaped Column Frame Structures Xiaobin Han1, a Chunsheng Bao1,b Ying Gao1,c Jianmin Bian2,d 1 the college of Civil Engineering, Hebei University of Engineering,Handan,Hebei,China 2Transportation Bureau of Handan,Handan,Hebei, China ahanxiaobin_76@126.com, b731548567@qq.com, c48157048@qq.com, dbianjianmin@sohu.com Keywords:Special-Shaped Column Frame Structure; Nonlinear Seismic Response Analysis; Time-History Analysis; Seismic Performance; Finite Element Method Abstract.
References [1] Jie Li,Jianzhuang Xiao and Jianbing Chen:Civil Engineering Technology, Vol. 35(3):7~12(2002).
(in chinese) [3] Pu Yang , Jian Tang and Zongming Huang:Earthquake Engineering and Engineering vibration, Vol,26(3):145~147(2006).

Numerical Simulation of Internal Defects in CSG Concrete (III) Jing Ma1,a, Yan Wang 2,b, Lingqiang Yang 3,c 1School of Automation and Electrical Engineering, University of Jinan, Jinan, Shandong province, China 2School of Civil engineer and architecture, University of Jinan, Jinan, Shandong province, China aCse_maj@ujn.edu.cn, bcea_ wangy @ujn.edu.cn, c cea_ yanglq @ujn.edu.cn Keywords: CSG; Internal Defects, Numerical Analysis; Numerical Simulation Abstract.
In civil and material engineering, computational modeling is widely used in the design process at the structural level.
Study on material characteristics of cement-sand-gravel dam and engineering application.
Journal of hydraulic engineering. 37(2006,5):578-582.

Application of asymmetric eigenvalue method for dynamic analysis of aqueducts Yang Yang1, a, Jianmin Ren2,b and Dezhi Liu3,c (1.School of Civil Engineering, LanzhouJiaotong University, Lanzhou,730070，China;) ayy20052710@163.com, brjmin4148@sina.com, cldz277842893@126.com Key words: dynamic propertry; Large aqueduct; fluid-solid coupling system Abstract: Taking into consideration of the boundary conditions in fluid-solid interactions, the author built the FSI large rectangle aqueduct model of dynamic analysis according to the equation dynamic performance of the fluid-solid coupling system.
References: [1] WuYi,Mo HaiHong,YangChun.Seismic response of frame-supported large rectangular aqueduct-water 3-D coupling system [J].Journal of Hydraulic Engineering,2005,36(3):280-285 (in Chinses) [2] Gadala M S, Wang J.
A practice procedure for mesh motion in arbitrary lagrangian-eulerian method [ J ].Engineering with Computers, 1998, 14 (3) : 223- 234
Journal of Hydraulic Engineering, 2003, (2) : 93-97 ( in Chinses)
China Civil Engneering Journal ,2010,43(1):125-129.

Convex Model for a New Lateral Load Pattern of Pushover Analysis Lizhe Jia 1, a, Zhongdong Duan 2, b 1 Department of Civil Engineering, Harbin Institute of Technology at Weihai, 2 Wenhua xi Road, Harbin, China 264209 2 Department of Civil Environmental Engineering, Harbin Institute of Technology Shenzhen Graduate school, Hit Campus of Shenzhen University Town, XiLi, Shenzhen, China 518055 ajializhe@hit.edu.cn, bduanzd@hit.edu.cn Keywords: Convex model; load pattern; pushover Abstract.
Introduction The researchers and engineers paid more attention to pushover analysis again with the emergence of the performance-based seismic design [1].
Engineering Structures.
Advances in Structural Engineering.Vol.11 (2008), p.281 [3] Y.

The Best Position to Determine the Hinge in the Cantilever Bridge Chunlei LIU1,a, Sujuan DAI2,b 1Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Alleviation, Qingdao Shandong China ,266590 2Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Alleviation, Qingdao Shandong China ,266590 a981255163@qq.com,b497875975@qq.com Keywords: cantilever bridge ; simple-supported beam bridge；hinge；bending moment numerical Abstract: The simple-supported beam bridge is a common structure form widely used in small and medium span bridges.
Simple-supported beam bridge is one of the widely used structures in bridge engineering.
Conclusions The article analyzes commonly used double-span cantilever bridge under a single concentrated load, multiple concentrated loads of equidistant layout and uniform loads in the practical engineering.
When the beam is acted on the concentrated load of equidistant layout and uniform load, it can reduce the value of the maximum bending moment about 30% and provides some reference for optimum design of similar bridge and engineering.

Numerical Simulation of Crack Development in Reinforced Concrete Beam with Different Shear Span Ratios Juanxia Zhang1, a*, Zhonghui Chen2,b , Xianzhang Guo1,c, Chun’an Tang3,d and Zhengzhao Liang3,e 1Northeastern University at Qinhuangdao, Qinhuangdao, China, 066004 2School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing, China, 100083 3Department of Hydraulic and Civil Engineering of Dalian University of Technology, Dalian, China 116024) azhang_juanxia@126.com, bchen_zhong_hui@sohu.com, cguoxianzhang@126.com, dcatang@mechsoft.cn, eZ.Z.Liang@163.com Keywords: Reinforced concrete; shear span ration; numerical simulation.
Engineering Structures.
Engineering Structures Vol. 27. (2005), p. 781–791
Chinese Journal of Rock Mechanics and Engineering, Vol. 22(2003), p. 24–29.
Chinese Journal of Geotechnical Engineering.

Automation of Parametric modeling for Grillage Method Shoushan Cheng1,a,Haixin Huang2,b, Ying Zhang3,c,Pei Chen2,d 1Key Laboratory of Bridge Detection＆Reinforcement Technology Ministry of Communications, Beijing 100088, P.R.China 2School of Civil Engineering, Hebei University of Technology, Tianjin 300401, P.R.China 3Library, Hebei University of Technology, Tianjin 300401, P.R.China ass.cheng@rioh.cn, bhhxhebut@yahoo.com.cn, czyhhx30@126.com, dchenpeisn@126.com keywords: Grillage Method; finite element; secondary development Abstract.
Program Test For testing the validity of the program, a engineering case with cross-section of single box with five rooms is chosen[9].
Not only the grillages after division can be automatically drawn and directly displayed in the AutoCAD, but also the feature parameters of section can be auto-output and saved as text file which is easily called by the software for bridge analysis such as Midas/Civil.By comparing with the finite element software ANSYS, the reliability of the program and the accuracy of calculational results are verified.
Journal of Railway Engineering Society.
China Municipal Engineering.Vol. 146 (2010),p. 18-20.