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Online since: November 2013
Authors: Jin Wu, Hong Ming Li, Ying Jie Zhang
Experimental Research and Simulation Analysis of Self-Repair of Cracks in Concrete Beams
Hongming Li1, a, Jin Wu1, b and Yingjie Zhang1, b
1Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China
alihongming@nuaa.edu.cn, bwujin@nuaa.edu.cn
Keywords: Concrete Beams; Cracks; Self-Repair; Glass Fibers
Abstract.
Composites Engineering, Part B 29B. 29(6) (1998)819-827
China Civil Engineering Journal. 38(4) (2005)53-59.
(In Chinese) [5] Cao Shuangyin, Design principles of engineering structures, second ed., South East University Press, China, 2002.
Composites Engineering, Part B 29B. 29(6) (1998)819-827
China Civil Engineering Journal. 38(4) (2005)53-59.
(In Chinese) [5] Cao Shuangyin, Design principles of engineering structures, second ed., South East University Press, China, 2002.
Online since: July 2014
Authors: R. Thenmozhi, Subashree Paramasivan
Thenmozhi2
1 Assistant Professor, Department of Civil Engineering,
Hindusthan College Engineering & Technology, Coimbatore -641 032, Tamilnadu, India.
Subasri03@gmail.com 2 Associate Professor, Department of Civil Engineering, Government College of Technology, Coimbatore – 641 013, Tamilnadu, India. thenmozhigct@yahoo.co.in Keywords: Hybrid Rubberized Concrete Slab, Crumb Rubber, Finite element analysis (FEA), Static Bending Load.
,Mathematical model of for predicting stress-strain behavior of bactorial concrete, International Journal of Engineering Research and Development, Volume 5, Issue 11 (Feb 2013), PP. 21-29 [9] Siddique R, Naik TR (2004) Properties of concrete containing scrap-tire rubber -An overview.
Subasri03@gmail.com 2 Associate Professor, Department of Civil Engineering, Government College of Technology, Coimbatore – 641 013, Tamilnadu, India. thenmozhigct@yahoo.co.in Keywords: Hybrid Rubberized Concrete Slab, Crumb Rubber, Finite element analysis (FEA), Static Bending Load.
,Mathematical model of for predicting stress-strain behavior of bactorial concrete, International Journal of Engineering Research and Development, Volume 5, Issue 11 (Feb 2013), PP. 21-29 [9] Siddique R, Naik TR (2004) Properties of concrete containing scrap-tire rubber -An overview.
Online since: March 2013
Authors: Werasak Raongjant, Meng Jing
Using GFRP to develop the mechanical performance of structural insulated panels
Meng Jing1a , Werasak Raongjant1b
1Department of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology Thanyaburi, 12110, Thailand.
PhD Thesis, University of Surrey- Department of Civil Engineering (2003) [2] F.
Seismic evaluation of structural insulted panels. 5th International Engineering and Construction Conference, Los Angeles, (August 27-29, 2008) [5] The physical properties of fiber cement.
PhD Thesis, University of Surrey- Department of Civil Engineering (2003) [2] F.
Seismic evaluation of structural insulted panels. 5th International Engineering and Construction Conference, Los Angeles, (August 27-29, 2008) [5] The physical properties of fiber cement.
Online since: August 2013
Authors: Yu Shun Li, Jun Guo, Jing Tang, Yu Wen, Jia Liang Zhang
Development status of modern bamboo structure building
Jun Guo1, a, Jing Tang1, b, Yu Wen 1, c, Jialiang Zhang1,d, Yushun Li1, e
1 The Architecture Engineering and Environment Faculty, Ningbo University, Ningbo 315211, China.
agj22121x@163.com, batj5925@126.com ,clanqiyu1108@163.com , djeff1022@qq.com elys0451@163.com
Keywords: The structure of the bamboo wood; mechanical properties; composite members; Composite Structure System
Abstract: With the characteristics of fast growth and short renewable cycle, as well as the superiority in mechanical properties such as high strength and high stiffness, the application bamboo essence in construction industry will promote the green sustainable development of this industry.
Reasonable and effective development of new materials and innovation structure systems replaces steel and concrete as the main construction materials and structure styles within a certain range, which will be the direction of reform and development in the field of civil engineering in the 21st century.
Forest Engineering,, 2008, 24(2): 62-65
Application of Bamboo Materials in Civil Construction[J].
Forest Engineering,2007, 23(2): 79-80
Reasonable and effective development of new materials and innovation structure systems replaces steel and concrete as the main construction materials and structure styles within a certain range, which will be the direction of reform and development in the field of civil engineering in the 21st century.
Forest Engineering,, 2008, 24(2): 62-65
Application of Bamboo Materials in Civil Construction[J].
Forest Engineering,2007, 23(2): 79-80
Online since: August 2017
Authors: Yuan Ze Cheng, Zhi Hu
Effectiveness of Non-Suction Controlled Method of Wetting-Drying Cycles for Unsaturated Compacted Loess Material
Zhi Hu1, a * and Yuanze Cheng2, b
1School of Civil Engineering, Architecture and Environment, Hubei University of Technology,
Nanli Road, Hongshan, Wuhan 430068, China
2Guangyuan Urban and Rural Planning Construction Bureau,
Lizhou East Road, Lizhou, Guangyuan 628017, China
ahuzhi0107@sina.com, bliuyongch@qq.com
Keywords: loess material, wetting-drying cycles, suction control, non-suction control.
Acknowledgements The author gratefully acknowledge the PhD Programme Open Research Fund of School of Civil Engineering, Architecture and Environment (No. 201613) and the PhD Research Startup Foundation of Hubei University of Technology (No.
Wright, The effects of wetting and drying on the long-term shear strength parameters for compacted beaumont clay, Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, Texas. (1986) [4] P.
Wheeler (Eds.), Unsaturated Soils: Advances in Geo-Engineering, Taylor & Francis, London, 2008, pp. 33-52
Acknowledgements The author gratefully acknowledge the PhD Programme Open Research Fund of School of Civil Engineering, Architecture and Environment (No. 201613) and the PhD Research Startup Foundation of Hubei University of Technology (No.
Wright, The effects of wetting and drying on the long-term shear strength parameters for compacted beaumont clay, Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, Texas. (1986) [4] P.
Wheeler (Eds.), Unsaturated Soils: Advances in Geo-Engineering, Taylor & Francis, London, 2008, pp. 33-52
Online since: January 2012
Authors: Bing Guo, Xiu Qin Cui, Xiao Guang Li
Study on innovation system for efficient ecological industrial parks in Boxing
Guo Bing1,3,a, Cui Xiuqin2,3,b and Li Xiaoguang1,c
1Department of Architectural Engineering, Xinxiang College, Xinxiang, Henan, 453003, R.P, China
2College of Civil Engineering & Architecture, Jiaozuo University, Jiaozuo, Henan, 454000, R.P, China
3College of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan, Hubei, 430070, R.P, China
agbchch@163.com, bcuixiuqin@163.com, cxiaoguangli_2007@163.com
Keywords: Boxing; Industrial Park; Industrial Cluster; Sustainable; Ecological innovation
Abstract: Scientific orientation is the prerequisite for the success of the construction of the Industrial Park.
The research of the ecological industry system on improving the ecological environment of the park[2] Modern ecological industrial system is ecological civilization society's most important economic basis, and it is the new direction of the Twenty-first Century international industrial development, according to ecology economics theory and using the ecological law, economic law and system engineering method.
The research of the ecological industry system on improving the ecological environment of the park[2] Modern ecological industrial system is ecological civilization society's most important economic basis, and it is the new direction of the Twenty-first Century international industrial development, according to ecology economics theory and using the ecological law, economic law and system engineering method.
Online since: February 2011
Authors: Da Zhi Wu, Zhen Ying Zhang
Study on the Strength Characteristics of Municipal Solid Waste
Zhenying Zhang1, a and Dazhi Wu1,b
1School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou, China
azhangzhenyinga@163.com, bwdz@hz.cn
Keywords: Municipal solid waste; strength; tri-axial compression test; confining pressure; effective stress.
Department of Civil Engineering, University of California, Berkley, July (1998) [4] J.
Guo, in: Journal of Geotechnical Engineering 20(5) (1998), p. 1-6 [8] Z.
Symp. on mechanic automation and control engineering.
Department of Civil Engineering, University of California, Berkley, July (1998) [4] J.
Guo, in: Journal of Geotechnical Engineering 20(5) (1998), p. 1-6 [8] Z.
Symp. on mechanic automation and control engineering.
Online since: December 2010
Authors: Ruo Qiang Feng, Ji Hong Ye, Yue Wu, Shi Zhao Shen
Seismic Response of Cable Net Facade
Ruoqiang Feng1,2, a, jihong Ye 1,Yue Wu 2 and Shizhao Shen 2
1 The Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nan Jing, 210096, China
2 School of Civil engineering, Harbin institute of Technology, Harbin, 150090, China
ahitfeng@163.com
KeyWords: Point Supported Glazing System; Cable Structure; Seismic Response;
Abstract: Shaking table tests and theoretical analysis were conducted to study of the seismic response of cable net facade.
Structural Engineering International 2005, 15(1):36-39 [4] Feng Ruoqiang.
International Journal of Advances in Structural Engineering, 2007, 10(2):183-195 [6] Ruo-qiang Feng, Yue Wu, Shi-zhao Shen.
China Civil Engineering Journal, 2007, 40(10): 27-33
Structural Engineering International 2005, 15(1):36-39 [4] Feng Ruoqiang.
International Journal of Advances in Structural Engineering, 2007, 10(2):183-195 [6] Ruo-qiang Feng, Yue Wu, Shi-zhao Shen.
China Civil Engineering Journal, 2007, 40(10): 27-33
Online since: October 2011
Authors: Yong Tao Gao, Peng Bin Fu
Analysis of Suspended Structure System with Huge Concrete-Filled Tubular Steel Lattice Column
Yongtao Gao 1,2,a, Pengbin Fu 3,b
1State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu, 610059, China
2Chengdu University of Technology, Environment & Civil Engineering Department, Chengdu, 610059
3Jiangxi Traffic Professional Technological College, Nanchang, 330013, China
a gaoyongtao302@163.com, b15210076@qq.com
Keywords: suspended structure, concrete-filled tubular steel, lattice column, structure system
Abstract.
The most important is this suspended substructure can control vibrate of main structure is huge concrete-filled tubular steel lattice column,which complies with the basic principles of the structure control theory. there isn’t have relevant scientific research for this structure,there is no practical engineering application also.
A New Structural System of Prestressed Megaframe-tube with Suspension.World Infromation on Earthquake Engineering. 2000,16(4):96-100 [5]Luo Zhaohui, Wu jiansheng.
China civil engineering journal, 2007,40(3):40-45 [7]Wang Chunlin,Lv Zhitao.Dynamic Behavior and Parameter Optimization of Core-Tube Suspension Structures.
The most important is this suspended substructure can control vibrate of main structure is huge concrete-filled tubular steel lattice column,which complies with the basic principles of the structure control theory. there isn’t have relevant scientific research for this structure,there is no practical engineering application also.
A New Structural System of Prestressed Megaframe-tube with Suspension.World Infromation on Earthquake Engineering. 2000,16(4):96-100 [5]Luo Zhaohui, Wu jiansheng.
China civil engineering journal, 2007,40(3):40-45 [7]Wang Chunlin,Lv Zhitao.Dynamic Behavior and Parameter Optimization of Core-Tube Suspension Structures.
Online since: December 2013
Authors: Ying Huang, Chang Hong Chen
The Pre-twisted Thin-Walled Beam Element Stiffness Matrix Considering the Saint-Venant Warping Deformation
Changhong Chen1,a, Ying Huang 2,b
1Institute of Mechanics and Civil Engineering, Northwestern Polytechnical University, Xi’an, China
2College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China
achanghong.chen@nwpu.edu.cn , bcch-by@163.com
Keywords: Pre-twisted; Thin-walled beam; Saint-Venant; Warping deformation; Stiffness matrix
Abstract.
American: ISBN, 0-966501-2-2 [4] Chen Changhong, Shan Jian, Huang Ying, Research of mechanics properties of pre-twisted rectangular beam [J].Industrial Construction,2009,39(4):54-57 [5] Chen Changhong, Shan Jian, Huang Ying, Research on elastic bending and torsion buckling performance of pre-twisted bar under axial pressure[J] Engineering Mechanics, 2009,26 (6) :166-171 [6] Chen Xingshen, Chen Weiheng.
Part 1: Beam concept and geometrically exact nonlinear formulation, Part 2: anisotropic and advanced beam models, Computer Methods in Applied Mechanics and Engineering 1998 (165): 43-127 [8] Zhang Zhiyong.
American: ISBN, 0-966501-2-2 [4] Chen Changhong, Shan Jian, Huang Ying, Research of mechanics properties of pre-twisted rectangular beam [J].Industrial Construction,2009,39(4):54-57 [5] Chen Changhong, Shan Jian, Huang Ying, Research on elastic bending and torsion buckling performance of pre-twisted bar under axial pressure[J] Engineering Mechanics, 2009,26 (6) :166-171 [6] Chen Xingshen, Chen Weiheng.
Part 1: Beam concept and geometrically exact nonlinear formulation, Part 2: anisotropic and advanced beam models, Computer Methods in Applied Mechanics and Engineering 1998 (165): 43-127 [8] Zhang Zhiyong.