Sort by:
Publication Type:
Open access:
Publication Date:
Periodicals:
Search results
Online since: January 2014
Authors: Jian Xin Xu, Li Na Song
Modeling and Meshing of A320 Aircraft Rudder
Xu Jianxin and Song Lina
College of Aeronautical Engineering,Civil Aviation University of China,Tianjin 300300, China
Key words: Rudder;Modeling;Curve Fitting;Three Views
Abstract.
It will provide a model base for rudder teaching and its performance analysis and static test, improve the teaching quality and develop the students' ability of engineering practice.
Introduction In order to improve the students' ability of engineering practice, the nation implements outstanding engineers’ education and training plan and intensifies laboratory construction.
Tianjin: China Civil Aviation University, 2013
It will provide a model base for rudder teaching and its performance analysis and static test, improve the teaching quality and develop the students' ability of engineering practice.
Introduction In order to improve the students' ability of engineering practice, the nation implements outstanding engineers’ education and training plan and intensifies laboratory construction.
Tianjin: China Civil Aviation University, 2013
Online since: October 2014
Authors: Jing Li, Yi Ouyang, Zhao Rong Hou, Dong Wang
Anti-seismic Behavior of Hybrid Masonry – RC Structure
Li Jing1,a, Wang Dong1,b, Ouyang Yi2,c, Hou Zhaorong1,d
1School of Civil Engineering and Transportation, South China University of Technology, China
2Department of Civil Engineering, The University of Hong Kong, Hong Kong, China
acvjingli@scut.edu.cn, bwangdongscut@163.com, cbeefouyang@gmail.com, d406930038@qq.com
Keywords: displacement ductility factor, full-scale test, Hybrid Masonry-RC Structure (HMRCS), hysteretic curves, pseudo-static test
Abstract: According to current engineering practice, Confined Masonry (CM) buildings are weak in earthquake resistance and difficult in post-quake restoration.
Li: Structural Engineering and Mechanics Vol. 41 (2012), p. 95
Li: Structural Engineering and Mechanics Vol. 41 (2012), p. 95
Online since: April 2008
Authors: Alex M. Remennikov, Sakdirat Kaewunruen
The statistical data of impact loadings in Central Queensland have
been obtained through the collaborative project under the research framework of the Australian
Cooperative Research Centre for Railway Engineering and Technologies.
Fig. 3 Schematic layout of the drop-weight impact test rig Experimental Overview The prestressed concrete sleepers were supplied by an Australian manufacturer, under a collaborative research project of the Australian Cooperative Research Centre for Railway Engineering and Technologies (Rail CRC).
Fig. 8 Crack propagations in the sleepers under single impact loads: left) impact load; right) impact energy Acknowledgement The authors are grateful to the Australian CRC for Railway Engineering and Technologies (RailCRC) for the financial support via the Project No 5/23.
Experimental and numerical studies of prestressed concrete sleepers under static and impact loads, invited in Civil Computing, 25-28 (2007)
Impact resistance of concrete sleepers, PhD Thesis, Department of Civil Engineering, University of British Columbiam Cananda (1996). 0 0.2 0.4 0.6 0.8 1 0 500 1000 1500 2000 Impact load, kN Crack length over total depth, mm/mm 0 0.2 0.4 0.6 0.8 1 0 2000 4000 6000 8000 10000 Impact energy, J Crack length over total depth, mm/mm
Fig. 3 Schematic layout of the drop-weight impact test rig Experimental Overview The prestressed concrete sleepers were supplied by an Australian manufacturer, under a collaborative research project of the Australian Cooperative Research Centre for Railway Engineering and Technologies (Rail CRC).
Fig. 8 Crack propagations in the sleepers under single impact loads: left) impact load; right) impact energy Acknowledgement The authors are grateful to the Australian CRC for Railway Engineering and Technologies (RailCRC) for the financial support via the Project No 5/23.
Experimental and numerical studies of prestressed concrete sleepers under static and impact loads, invited in Civil Computing, 25-28 (2007)
Impact resistance of concrete sleepers, PhD Thesis, Department of Civil Engineering, University of British Columbiam Cananda (1996). 0 0.2 0.4 0.6 0.8 1 0 500 1000 1500 2000 Impact load, kN Crack length over total depth, mm/mm 0 0.2 0.4 0.6 0.8 1 0 2000 4000 6000 8000 10000 Impact energy, J Crack length over total depth, mm/mm
Online since: August 2011
Authors: Li Xia Meng, Nian Li Lu
The Element Stiffness Matrix of a Tapered Beam with Effects of Shear Deformation and its Stability Application
Nianli Lu 1, a, Lixia Meng 1, b
1School of Mechatronics Engineering, Harbin Institute of Technology, Harbin 150001, China
an.lu@hit.edu.cn, bmenglixia1983@163.com
Keywords: tapered beam; stability; element stiffness matrix; second-order effect; shear deformation
Abstract.
Introduction Tapered beam are widely used in many civil engineering structures in order to achieve a better distribution of stiffness and stress, so that the consumption of steel can be reduced.
Karabalis: Engineering Structures.
(Tsinghua university press, China 1997) (In Chinese) [9] Nianli Lu, Peng Lan and Liang Li: Journal of Harbin University of Civil Engineering and Architecture.
Introduction Tapered beam are widely used in many civil engineering structures in order to achieve a better distribution of stiffness and stress, so that the consumption of steel can be reduced.
Karabalis: Engineering Structures.
(Tsinghua university press, China 1997) (In Chinese) [9] Nianli Lu, Peng Lan and Liang Li: Journal of Harbin University of Civil Engineering and Architecture.
Online since: November 2012
Authors: Bao Yang Yu, Yun Long Zhao, Yue Zhang
The study on road performance and pavement structure analysis for
the base layer material stabilized by SRX
Yue Zhang1, a, Yunlong Zhao2,b and Baoyang Yu3,c
1 Highway Management Department , LiaoNing ,Fushun,113006,China
2 Department of Civil Engineering, Shenyang Jianzhu University, LiaoNing, Shenyang, 110168, China
3 Department of Civil Engineering, Shenyang Jianzhu University, LiaoNing, Shenyang, 110168, China
azhangyue_hj@163.com, bzhaoyunlongyanlong@163.com, cyubaoyang12380@126.com
Keywords: SRX; CBR; Mechanical responses; Fatigue Life; Asphalt pavement.
Journal of Transportation Engineering,2005,2:149-159 [7] Goh,A.T.C.Advisory expert system for flexible pavement design[J].
Artificial Intelligence in Engineering,1993,7:47-56
Journal of Transportation Engineering,2005,2:149-159 [7] Goh,A.T.C.Advisory expert system for flexible pavement design[J].
Artificial Intelligence in Engineering,1993,7:47-56
Online since: October 2012
Authors: Jia Yue Lou
Research on Development and Promotion of the Green Indemnificatory Apartment
Jiayue Lou
School of Civil Engineering and Architecture, Central South University , China
Keywords:Indemnificatory Apartment, Green Building, Energy Saving
Abstract:Affected by both government policies and social changes, indemnificatory apartment and green building have become two essential parts in the field of construction and real estate market.
Conceivably, this new construction not only exerts an immense importance in national economic growth,but also adds new energy to conventional civil engineering industry.
Following this desire, architectural engineers and material engineers are busy doing researches on low-energy-waste technology and renewable energy.
Conceivably, this new construction not only exerts an immense importance in national economic growth,but also adds new energy to conventional civil engineering industry.
Following this desire, architectural engineers and material engineers are busy doing researches on low-energy-waste technology and renewable energy.
Online since: October 2012
Authors: Bin Zhao, Juan He
Seismic Behavior of Composite High-rise Buildings with
SRC Column, Steel Beam and RC Core Tube
Bin Zhao1, a and Juan He2,b
1 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China
2Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, China
abinzh@tongji.edu.cn, bhejuan-1985@163.com
Keywords: Seismic behavior, Composite structure, High-rise building, Shake table test, Numerical analysis.
In this paper, both shake table tests and numerical analyses are carried out to research the seismic performance of such structural system and the seismic design rules for the structural system are presented for engineering application.
In the research, a scale model of the composite high-rise building structure with steel reinforced concrete column, steel beam and reinforced concrete core tube was designed and tested on the shake table at the State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, P.
In this paper, both shake table tests and numerical analyses are carried out to research the seismic performance of such structural system and the seismic design rules for the structural system are presented for engineering application.
In the research, a scale model of the composite high-rise building structure with steel reinforced concrete column, steel beam and reinforced concrete core tube was designed and tested on the shake table at the State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, P.
Online since: November 2013
Authors: Shu Juan Dai, Xiao An Li, De Zhou Wei, Qian Qian Wang
The Magnetic Separation Study on Flotation Concentrate Powder of Magnesite Ore
Qianqian Wang1, a *, Dezhou Wei 2, b, Xiaoan Li1, c, Shujuan Dai1, d
1School of Mining Engineering, University of Science and Technology Liaoning, Anshan 114051, China
2College of Resources and Civil Engineering, Northeastern University, Shenyang 110004, China
awqq52526@sina.com, bdzwei@mail.neu.edu.cn, clixiaoan@asgov.cn, dshujuandai@163.com
Keywords: Magnesite, Magnetic separation, Iron removal
Abstract.
Mining and Metallurgical Engineering, 2006, 26(5):68-71
Shenyang: Northeast University College of Resources and Civil Engineering, 2013
Mining and Metallurgical Engineering, 2006, 26(5):68-71
Shenyang: Northeast University College of Resources and Civil Engineering, 2013
Online since: December 2012
Authors: Yin Huang, Meng Jun Wang
School of Civil Engineering, Central South University, Changsha, Hunan Province, China
2.
School of Transportation and Traffic engineering, Central South University, Changsha, Hunan Province, China a. email:share0122@126.com b. email:wmjcsu@163.com Keywords: Transportation; Energy consumption; CO2 emission; Energy policy; China Abstract.
Moreover, I want to give great thanks to Post doctor Office in Central South University and Post doctor Station of Civil Engineering.
[14] Lin Z, Wu J: Journal of Transportation System Engineering IT .Vol.7(2007).p.137-42
School of Transportation and Traffic engineering, Central South University, Changsha, Hunan Province, China a. email:share0122@126.com b. email:wmjcsu@163.com Keywords: Transportation; Energy consumption; CO2 emission; Energy policy; China Abstract.
Moreover, I want to give great thanks to Post doctor Office in Central South University and Post doctor Station of Civil Engineering.
[14] Lin Z, Wu J: Journal of Transportation System Engineering IT .Vol.7(2007).p.137-42
Online since: July 2014
Authors: Ya Zhen Sun, Zhao Yang Xin, Si Bo Zhang
Anti-damage performance of asphalt concrete reinforced with different position grid
Yazhen Sun1, a, Zhaoyang Xin2, b Sibo Zhang2, c,
1Shenyang Jianzhu University, 110168, Shenyang, China
2School of Civil Eng.
GeoCongress 2006: Geotechnical Engineering in the Information Technology Age, 2006, p.59
“Application of ABAQUS in Civil Engineering.”
“Application of ABAQUS Finite Element Sotfware in Road Engineering.”
[9] JTJ 052-2000, 2000: Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering [S], Beijing.
GeoCongress 2006: Geotechnical Engineering in the Information Technology Age, 2006, p.59
“Application of ABAQUS in Civil Engineering.”
“Application of ABAQUS Finite Element Sotfware in Road Engineering.”
[9] JTJ 052-2000, 2000: Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering [S], Beijing.