Search results

Aging Approach to Water Effect on Alkali-Silica Reaction Degradation of Structures Journal of Engineering Mechanics of Materials ASCE. 2003;129:50-9
Journal of Materials in Civil Engineering ASCE. 2006;18:588-96
Journal of Engineering Mechanics ASCE. 2000;126:233-42
Journal of Engineering Mechanics ASCE. 1998;124:892-900
Soil Dynamics and Earthquake Engineering. 2011;31:1594-606.

RESEARCH ON BEARING CAPACITY CALCULATION OF PARABOLIC STEEL ARCH STRUCTURE UNDER FULL-SPAN AND HALF-SPAN LOADING Youbao Jiang1,2, a, Mingwu Xie2, b 1Key Laboratory of Concrete and Pre-stressed Concrete structure of Ministry of Education, Southeast University, Nanjing 210096, China; 2 College of Civil Engineering and Architecture,Changsha University of Science and Technology, Changsha, 410114, China ajiangybseu@163.com, b592677705@qq.com Keywords:parabola steel arch;ultimate bearing capacity;nonlinear;finite element method; parametric analysis Abstract: The current Chinese design specification of steel arch structure lacks full of bearing performance when checking its in-plane stability under asymmetric load.
Introduction With light weight, high strength, good seismic performance, good mechanical properties and graceful flowing architectural modeling, the arched steel structure have been used widely in engineering structures, such as stadiums, bridges, and other large span structures.
Refereces [1]Yanlin Guo, Bing Lin and Yufei Guo,in:Joumal of Building Structure.(2009)(in Chinese) :95-102 [2]Bing Lin and Yanlin Guo,in: Joumal of Building Structures(2009)(in Chinese) [3]Bing Lin and Yanlin Guo,in: Joumal of Building Structures.(2009)(in Chinese) [4]Liji Huang,in: Beijing Tsinghua University(2005)(in Chinese) [5]Bing Lin, Yanlin Guo and Liji Huang,in:Engineering Mechanics(2009)(in Chinese):100-105 [6]PiYong-Lin,Trahair N S,in:Joumal of Structural Engineering ASCE(1996)
[7]PiYong-Lin,Bradford M ark A,in: Engineering Structure(2004)
[9]Youbao Jiang and Weijun Yang,in: Engineering Mechanics(2009)(in Chinese) [10]Youbao Jiang and Yihua He,in: Engineering Mechanics(2011)(in Chinese) [11]DIN 18800-1992 German bucking specifications[S].

The Construction Technology and Numerical Simulation on Tunnels Throughing Fault Fracture Zone with Rich Water Baofu Duan1, a, Yinglei Zhu1,b , Lei Li1,c and Shengzhi Wu1,d 1 College of Architecture and Civil Engineering.
Yanjia Tunnel is located in Jiangjiayan town of Zhuxi county, which is a key engineering in traffic systems of Hubei Province.
Chinese Journal Of Rock Mechanics And Engineering，2004，23(22)：3917-3922.
The application of WSS in city tunnel throughing foundation reinforcement engineering [J].
Municipal Engineering Technology，2006，24(4)：237-240.

Shahin2,b 1Graduate Engineer, AECOM, Forrest Place, Perth WA, Australia 2Associate Professor, Department of Civil Engineering, Curtin University, Perth WA, Australia astephen.kariuki@aecom.com, bm.shahin@curtin.edu.au Keywords: Red sand, laboratory testing, bitumen, landfill liner.
Basma, et al., Effect of bitumen content and curing condition on stregth characteristics of asphalt stabilized soils: Geotechnical Engineering Journal Vol. 26 (1995), p. 93-106
Ola, Geotechnical properties and behaviour of some stabilized Nigerian lateritic soils: Quarterly Journal of Engineering Geology and Hydrogeology Vol. 11 (1978), p. 145-160
[4] Australian Standards AS 1289, Method of testing soils for engineering purposes (2007)
Benson, Water content-density criteria for compacted soil liners: Journal of Geotechnical Engineering Vol. 116 (1990), p. 1811-1830

Displacement-based Lateral Stiffness Design for Multi-storey Structures Subject to Earthquake Motions Feng Wang1, a, Hongnan Li2,b and Tinghua Yi2,c 1 College of Architecture & Civil Engineering , Dalian Nationalities University, Dalian 116600, China; 2 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China.
Lam: Engineering Structures.
Kennedy: Engineering Structures.Vol. 22(2000), p. 201-209
Pinto: Journal of Structural Engineering, ASCE. 2011
Aschheim: Journal of Structural engineering, Vol.131(2005), p. 517-522.

Experimental Study on Mutual Effects of Rock Tunneling Positions with High Underground Pressures Quanchen Gao1,a Chengxiang Lei1,b Ming Liang1 Huashuai Zhao1 (1 School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083) agqc@cumtb.edu.cn, blcxcumtb@163.com Keywords: experimental study, mutual effects, tunneling position, high underground pressure.
The experiment conclusions are important significance of conducting and applying for reasonable designing underground tunneling engineering.
Introduction The mutual effects of excavating soft rock tunnels in deep underground with high ground pressures are the technical difficult problems for tunnel construction engineering.
Chinese Journal of Rock Mechanics and Engineering, 2002, 21(9):1 335-1 338
Journal of Railway Engineering Society, 2007, 104(5):75-77

Cycle Coloring and 2-factorizations of XiaoYi Li 1, a, ZhaoDi Xu 1, b and WanXi Chou 2, c 1 School of Mathematics and System Science, Shenyang Normal University, Shenyang 110034 China 2 School of architecture and Civil Engineering, Anhui University of Science and Technology, Anhui, 232001, China alxy01005@163.com, bxuzhd@synu.edu.cn, clixy@synu.edu.cn Keywords: complete graph; factorization; cycle coloring; edge matrix; Hamilton circle.

The Symplectic System for Thermo-viscoelastic Cylinders Weixiang Zhang1,2,a, Qixia Liu1,b 1School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou 450052, China 2State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China aweixiang_zh@sohu.com, bliuqixia65@163.com Key words: Symplectic; Viscoelastic; Laplace; Creep Abstract.

Envelope Response of Corroded RC Circular Columns Strengthened With Hybrid Fiber Reinforced Polymers JianHui Li1, a, Ying Li2,b, ZongCai Deng3,c 1 China Academy of Building Research, Beijing 100013, China 2 Beijing Triumph Building Materials Engineering Co.
Civil Eng., Vol. 15(2003), P.358

Acknowledgement Work presented in this paper was supported by the project FAST-J-13-2103 on Faculty of Civil Engineering in Brno.