Search results

GFRP has been widely used throughout the structure of large civil aircraft due to their high specific strength, stiffness and good fatigue resistance.
Manufacturing Engineering and Technology. 5th Ed.
School of Mechanical, Aerospace and Civil Engineering, University of Manchester
Morrison., International Journal of Impact Engineering, 22 (1999) 435-447
Woodward, International Journal of Impact Engineering, 24 (5) (2000) 445-456

Introduction The frame structure is a common structure form in civil engineering, which has been widely used in many engineering structures.
Microcomputers in Civil Engineering, 1994, 9:83~ 96
Journal of Engineering Mechanics [J].
Journal of Engineering Mechanics, 2000, 126(7):677~ 683 [6] A.V.
Engineering Structures, 2004, 26(1):39~ 49 [7] GUAN De-qing, HUANG Yan.

Integrity strain response analysis of a long span cable-stayed bridge Shunlong Li1,a , Hui Li1,b , Jinping Ou1,2,c and Hongwei Li1,d 1 School of Civil Engineering, Harbin Institute of Technology, 150090, China 2 School of Civil and Hydraulic Engineering, Dalian University of Technology, 116024, China a lishunlong82@hit.edu.cn; blihui@hit.edu.cn; coujinping@hit.edu.cn;d li_hongwei@hit.edu.cn Keywords: structural health monitoring, integrity strain response, safety assessment Abstract.
Maierhofer: Journal of Materials in Civil Engineering Vol. 15 (2003), p. 287
Carracilli: Key Engineering Materials Vol. 204-205 (2001), p. 47
Engineering Structures Vo. 30 (2008), p. 2347
Rosso: Statistics, probability, and reliability for civil and environmental engineers (McGraw-Hill Companies Inc, America 1997)

Finite element analysis on load-bearing behavior of concrete filled steel tubular composite frames Yuan Huang1,a,Weijian Yi 1,b,Jianguo Nie 2,c 1College of Civil Engineering, Hunan Univ., Lushan South Rd, Changsha, Hunan, 410082, China 2Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, 100084, China ahuangy09@gmail.com, bhunuyi2006@gmail.com, cniejg@mail.tsinghua.edu.cn Keywords: Finite element analysis, load-bearing, CFST, composite frame, seismic Abstract.
Introduction Performance-based seismic design has attracted worldwide attention since it leads to more reasonable and economical designs in earthquake engineering.
Engineering Structures, Vol. 20(8) (1998), P.663. ].

A Research into the Regional Characteristics of Log Construction in Changbaishan Area Wei Yu1, a, Siduo Liu2,b 1Architectural and Civil Engineering College, Shenyang University, Shenyang, Liaoning, 110044, China 2Architecture Research Institute, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China ayuwei421@sina.com, bliusiduo2008@sina.com Key words: Northeast, Log Construction, Regional Characteristics, Modern Design.
Journal of Jilin Institute of Architecture and Civil Engineering, Vol 26 No.2, April 2009 (In Chinese)
[3] Janne Jokelainen, “Openings in a log wall the significance of construction techniques to architecture”, 8th World Conference on Timber Engineering(WCTE 2004), Lahti, Finland, January 2004
CarradineDonald A.J.Daniel Dolan Professor, “Lateral loading characteristics of connections in log shear walls”, 9th World Conference on Timber Engineering(WCTE 2006), Portland, USA, January 2006
I: Finite Element Modeling and Validation, Journal of Structural Engineering, Vol 132 No.1, 2006

Study on Seismic Safety Evaluation of RCC Gravity Dam Based on Strength Shuhe Wang 1, a, Ji Yuan 1,b ,Ruiguo Ma1,c and Jubing Zhang1,d 1School of Civil and Environmental Engineering, Department of Civil Engineering, University of Science and Technology Beijing, Beijing 100083, China awangshuhe2001@163.com, byuanji5203@163.com Keywords: RCC Gravity dam, Anti-seismic, Stress, Safety evaluation Abstract.According to No.3 dam section of Dahuaqiao gravity dam, a three-dimensional finite element model is built by finite element software ANSYS.
References [1] Shangqing Yang, Yuchuan Jiang, Mingdong Wei.Concrete.2012, 273( 7) :16.( in Chinese) [2] Sheng Li, Sherong Zhang, Lu Jia, Hu Huang.Water Resources and Hydropower Engineering.2010,41(2):23.( in Chinese) [3] Yang Liu.China Waterpower & Electrification .2010, 69(9):40-41.( in Chinese) [4] Yehui Luo, Hai tao Zhao, Shitao Dong.
Hongshui River.2004, 24 (1):42.( in Chinese) [5] Jiantao He, Boyan Zhang, Deyu Li, Houqun Chen.Water Resources and Hydropower Engineering.2009, 40(5):36.( in Chinese) [6] Zhanhong Qiu,Wohua Zhang, Journal of hydraulic engineering.2005,36(5):6.( in Chinese)

Impact Analysis of Foundation Pit Excavation on the Deformation of Nearby Subway Tunnel Hui Shen1,2,a, Jinfeng Bi1,b and Tongqi Ping1,c 1 School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai, 200240, China 2 Faculty of Civil Engineering and Urban Construction, Jiujiang University, Jiujiang, 332005, China ashenhui.sjtu@gmail.com, bfengzi_beh@163.com, ccyren1926@gmail.com Keywords: deep foundation pit; subway tunnel; numerical simulation.
Peck, R.B.[1],Atkinson[2] obtained a series of empirical formulas by analyzing a vast amount of surface subsidence data and engineering data; recent studies by H.Shen et al. [3] have researched the effects on the stress and strain of the nearby subway tunnel during the foundation pit excavation through three-dimensional numerical analysis; based on a large number of field trials, EL Gonnoun,i M. et al. conducted a large number of research to analysis how the uncertainty of soil parameters influent the deformation on the surface during underground construction.
In Proceedings of the 7th International Conferenceon Soil Mechanics and Foundation Engineering,Mexico, 1969, (4): 225-290
Journal of Geotechnical Engineering Division,ASCE, 1977, 103: 307-325

Drawing and CNC Software System for Light Gage Steel Structure Zhiguo Chang1, a, Huizhu Yang1,b , Qilin Zhang2,c 1 Tonglei Civil Engineering Technology Co., Ltd., Shanghai PRC 200092 2 College of Civil Engineering, Tongji University, Shanghai PRC 200092 a Promising6208@sina.com , b YangHuiZhu@163.com, c zhangqilin@mail.tongji.edu.cn Keywords: Solid model, Detailed drawings, Computerized numerical control, ObjectARX.
By using of object oriented programming technology [2], the actual design components and the complex logical and spatial relationship between them can described as intelligent objects with engineering properties in AutoCAD.
The core idea of 3D solid building information model is to create and maintain the real time and consistent engineering data between design stages [3, 4].
By extracting and processing the geometric and engineering data from the 3D solid model, the components and parts are merged and numbered and the detailed drawings are drawn, which is the significant difference between traditional methods.

 Stability Analysis of Approaching Construction in City Tunnel Based on Numerical Simulation Chun-quan Dai1, a, Lei Wang1,b 1College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266510, China a dcqwin@163.com, b wls3016@163.com Keywords: adjacent tunnel, deformation regularity, the influence length of lengthwise, construction optimization Abstract: The safety control of tunnel construction of urban shallow buried adjacent existing buildings is the new problems we have met this year in tunnel construction design.
Meng-shu Wang, the academician of Chinese academy of engineering, point out that ‘the tunnel and underground space well develop greatly in the period in the 21st century’ in the viewpoint of sustainable development.
According to the connection project of Jiao Zhou Bay subsea tunnel to Qingdao, we analyze the Risk of engineering construction to adjacent existing buildings.
Summary This text analysis the construction stability of Jiaozhou Bay tunnel connection engineering by building the simulation model.
Civil engineering practice: 67-86 [4] Grynkewicz.F, Robert.

Anti-pulls out Strength Research on Concretes Component of Low-alloy Coupled Steels and Cold Rolling Belt Rib Steel Bars Bing Gao1,a, Bo Wang1,b, Jianqi Zou1,c School of Civil Engineering, Jilin Architectural and Civil Engineering Institute, Changchun, 130118, China agaobing0431@126.com, bbo_wang@126.com, c772763987@qq.com Keywords: Low-alloy Coupled Steels; Cold rolling belt rib steel bars; Concretes component; Anti-pulls out the strength; Comparative trial.
In these countries, Cold rolling belt rib steel bars has widely used in the architectural engineering, the highway, the airport, the municipal administration, in the water and electricity pipeline.
In the Chinese surrounding countries, Singapore and Malaysia also already in architectural engineering and municipal engineering widespread application, only Singapore cold rolling belt rib steel bar year amount of use above 150,000 tons.