Search results

Incremental Launching Construction Analysis of Continuous Skewed Bridge with Uniform Cross Section Chuanxi Li1, a, Zhixian Luo1,b , Jiajun Li1,c ,Jianren Ou1,d 1Changsha University of Science and Technology, School of Civil Engineering and Architecture, Changsha, Hunan, 410004, China alichuanxi2@163.com, bluozhixian12@163.com, c524560007@qq.com, d491713783@qq.com Keywords: Finite Element; Skewed Bridge; Incremental Launching Method; constructing Analysis.
Acknowledgements The writers are indebted to the financial support of Changxiang expressway two-type technology demonstration engineering of resource economization and environment conservation (No:CXKJSF0108-3).
Senior engineers Lu Shang-wu, OU Bi-feng of Changxiang expressway Co., associate president ZHANG Jian-ren of Changsha University of Science and Technology provided specific directions, sincere thanks and appreciations are given to them.
Journal of Structural Engineering, ASCE, 2003, 9(6): 558-562
[4] YE Jian-shu,HUANG Ping-ming.Calculation model for continuous skew girder and analysis of its loading characteristics [J].China Civil Engineering Journal, 1997, 30(2): 74-80.

Reinforcement Mechanism of Cement/lime-fly ash Treated Sediments as Road Construction Materials Dongxing WANG1, 2, a, Hongxing WANG3, b and Wenzhao CHEN4, c 1Geotechnical Research Institute, HoHai University, 210098 Nanjing, China 2Civil and Environmental Engineering Department, Ecole des Mines de Douai, 59508 Douai, France 3Departmentof Civil Engineering, Henan University of Technology, 450052 Zhengzhou, China 4School of Urban Construction, University of South China, 421001 Hengyang, China awdxxxybb@yahoo.com.cn, bhongxing606@yeah.net, czzyy_5209@yahoo.com.cn Keywords: Sediments, Cement, Lime, Fly ash, Strength, Mechanism Abstract.
Zhang: Yielding and shear behaviour of cement-treated dredged materials, Engineering Geology Vol. 103 (2008) 1-12
Meng: Utilization of fly ash for stabilization/solidification of heavy metal contaminated soils, Engineering Geology Vol. 70 (2003) 377-394
Damidot, In: Recycling of Sea Sands in the Civil Engineering Field, Dredging symposium in Dunkirk, France (2002)

According to Unified Standard for The Reliability Design of Building Structure (GB 50068-2001), when the structural members are designed according to bearing capacity limit state, for the general industrial and civil architecture whose safety level is second, the value of [β] is 3.2 when the ductile failure happen and turning into 3.7 when brittle failure happen.
The results of this study can also offer some reference for the safety assessment of some practical engineering problems.
Theory and application of reliability in engineering structure [M].
Journal of Chongqing architectural engineering institute . 1985(1): 36～41 [3] Guoxin Dai, Longchun Li, Zhenzhong Xia etc. building structural steels new material properties statistics and analysis of .
Journal of Chongqing architectural engineering institute. 1993(2): 5～8 [5] Feng Zhao.

Evaluation for RC Column Confined Partially with Externally FRP Wrapping Sheet Using Nonlinear FE Analysis Yasmeen Taleb Obaidat Civil Engineering Department, Jordan University of Science and Technology, P.O. 3030, 22110 Irbid Jordan ytobeidat@just.edu.jo Keywords: Fiber reinforced polymer, concrete, sheet, column, partial wrapping, Finite element Abstract.
Journal of structural engineering, 123(5), pp.583-590. (1994) [4] Samaan, M., Mirmiran, A. and Shahawy, M.,.
Journal of structural engineering, 124(9), pp.1025-1031.(1998) [5] Hollaway, L.C. and Leeming, M. eds., 1999. 
Strengthening of reinforced concrete structures: Using externally-bonded FRP composites in structural and civil engineering.
Structural Engineering and Mechanics. 57(2):265-280. (2015)

A Time-variant Reliability Analysis of Reinforced Concrete Beams Working with Cracks under High Temperature Zhenqing Wang1, a, Mu Qiao2,b, Yulai Han1, a, Zhu Ju1, a 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, 150001, China 2 College of Science of Heilongjiang Institute of Science and Technology,Harbin,150027,China awangzhenqing@hrbeu.edu.cn, bqmqmqm23@163.com, Keywords: reliability; reinforced concrete; crack; fire resistance Abstract.
Introduction The theory and the manner, which accurately describe the deterioration of reinforced concrete beams under the action of the fire, are hot spots studied in civil engineering.
Fig.3.30min beam temperature field Fig.4.40min beam temperature field Fig.5.50min beam temperature field Fig.6.60min beam temperature field Acknowledgment This paper is funded by the International Exchange Program of Harbin Engineering University for Innovation-oriented Talents Cultivation.
Journal of Structural Engineering, Vol. 119 (1993),p. 1600–1621

Influence of ground clay brick on the properties of fresh and hardened Self Compacting Lightweight Concrete (SCLC) Sandra Juradin 1,a * and Katarina Grbeša 1,b 1Faculty of Civil Engineering, Architecture and Geodesy, University of Split, Matice hrvatske 15, 21000 Split, Croatia aSandra.Juradin@gradst.hr, bKGrbesaa@gmail.com Keywords: SCLC, ground red brick, workability, dynamic modulus of elasticity, compressive strength.
Eldaboly: Evaluating the Prolonged Properties of Fresh Self-Compacting Concrete Incorporating Recycled Aggregates, International Journal of Current Engineering and Technology, Vol.3, No.2, June 2013, [2] Z.
Kharchi: Effect of Clay Fines on the Behavior of Self-Compacting Concrete, Engineering, Vol. 5 No. 2, 2013, pp. 213-218. doi: 10.4236/eng.2013.52031
Journal of Engineering Research and Applications, Vol. 4, Issue 7( Version 4), July 2014, pp.32-36 [4] P.
Billberg: Self-compacting concrete for civil engineering structures – the Swedish experience, (Swedish Cement and Concrete Research Institute, Stockholm, 1999) [5] T.K.

Nonlinear Stability Analysis for Schwedler Reticulated Dome Xiaoli Li1, a and Jing Ji1, b 1 Provincial key Lab of Disaster Prevention and Reduction Engineering & Protective Engineering, Northeast Petroleum University, Daqing, Heilongjiang,163318, China aJlqjjdoudou@163.com, bJijing1977@163.com Keywords: Geometric Nonlinear Analysis, Latticed Shell Structure, Overall Stability, Eigen Value Analysis.
References [1] Wenfu Zhang, Xiuli Wang and Deyu Yin: The Spatial Structure (Science Press, China 2005) [2] Shizhao Shen and Xin Chen: Stability of Reticulated Shell Structure (Science Press, China 1999) [3] Ping Yan: Shell Structure (China Building Industry Press, China 2003) [4] Wenhua Hao: ANSYS Civil Engineering Application Examples (China Water Conservancy Press, China 2005) [5] Feng Fan, Huihuan Ma and Shizhao Shen: J. of China Civil Engineering.
Vol. 17(2011), p.25 (in Chinese) [8] Guoqin Gui and Yuge Wang: Engineering Mechanics.

The Shear-lag Effect on Curved Box Girder Bridge Considering Prestress and Initial Curvature Jinli Qiao1,2,a, Yong Jin3,b, Wenling Tian1,2,c, Xiangshang Chen1,2, Chuang Du1,2, Shuling Gao1,2 1 College of Civil Engineering, Hebei University of Technology, Tianjin, 300401, China 2 Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China 3 China Architecture Design & Research Institute Co.
Since then, scholars at home and abroad starting to focus on the shear lag effect in bridge engineering, and had some success, to solve some practical engineering problems.
(3) This paper verifies the correctness of the governing differential equations, the equation is applied to the analysis of curved box girder to a certain extent the results of the finite element analysis, the governing differential equations in practical engineering applications to a certain degree of accuracy

Application of Flexural Timber Reinforcement in Light Concrete Beam Structure Mohammad Amirulkhairi bin Zubir a, *, Nurul Jannah Mohamad b Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang, 26300 Gambang, Kuantan, Pahang, Malaysia a amirulkhairi@ump.edu.my, b nuruljannah90@rocketmail.com Keywords: timber reinforced concrete; flexural behavior; beam load-deflection Abstract.
This gives the new exposure in civil engineering field about the potential of Balau timber to be used as a structural material construction.
Kuhlmann, Time-dependent behaviour of timber lightweight concrete composite floors, Engineering Structures. 32 (2010) 3966-3973
Rosmanit, Load bearing capacity test of mechanical joining on timber-concrete beam, Procedia Engineering. 65 (2013) 434-439
Garbacz, Investigation on concrete beams reinforced with Basalt rebars as an effective alternative of conventional R/C structures, Procedia Engineering. 57b( 2013 ) 1183-1191.

Investigation on the Wind Pressure Asymmetric Coefficient of Transmission Line Wei Hao 1,2, a, Bo Li 1,2,b,Jing-boYang3,c,Fengli Yang3,d 1 School of Civil Engineering, Beijing Jiao tong University, Beijing, 100044, China 2 Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment, Beijing Jiao tong University, Beijing, 100044, China 3 China Electric Power Research Institute, Beijing, 100055, China a13121025@bjtu.edu.cn, b libo_77@163.com, cyjb@epri.sgcc.com.cn, d17870644@qq.com Keywords:wind pressure, asymmetric coefficient, transmission line, wind speed, code Abstract.
[2] Harris R I.The nature of the wind [C].Proceedings of the Seminar on the Modern Design of Wind SensitiveStructures.London, England: Institution of Civil Engineers, 1970: 29-55
Journal of Wind Engineering and Industrial Aerodynamics, 2009, 97: 157-173
Engineering Structures, 2009, 31(10): 2265-2274