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Online since: September 2014
Authors: Yan Yang, Kang Qian, Xiao Long Jin
Research on Force Performance of Cable Breaking on Cable-stayed Bridges
Xiaolong JIN1, a, Yang YAN2,b and Kang QIAN3,c
1 Wuhan Administration Center of Toll Road and Bridge, Wuhan, China
2National Engineering Laboratory for Fiber Optic Sensing Technology, Wuhan Univ. of Technology, Wuhan, China
3 School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan, China
a 23767537@qq.com, b y_9000@163.com, c 337256737@qq.com
Keywords: cable-stayed bridge; cable breaking; force characteristics; health monitoring
Abstract.The cable is the important force component of the cable-stayed bridges.
Structural Engineers Vol.25(2009), p.90-92
Structural Engineers Vol.25(2009), p.90-92
Online since: December 2014
Authors: Hong Yu Zheng, Huai Yan Jiang, Yan Qing Wu, Zhi Qiang Zhao, Yong Chun Zeng, Xiao Hui Cheng
Experimental Study on Flexural Performance of Prefabricated RC Slabs with Different Rebar Forms at Seam
Hongyu Zheng1,2,a, Huaiyan Jiang3,b, Yanqing Wu1,2,c, Zhiqiang Zhao1,2,d , Yongchun Zeng1,2,e, and Xiaohui Cheng1,2,f
1School of Civil Architecture and Engineering, Guangxi University, Nanning, Guangxi, 530004, China
2Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Naning, Guangxi, 530004, China
3Guangxi Polytechnic of Construction, Nanning, Guangxi, 530003, China
ahahazhy@163.com, bjianghuanyan@163.com, c wuyanqing103@163.com, d757511377@qq.com, e820307852@qq.com, f371403962@qq.com
Keywords: Reinforced concrete slab (RC slab); prefabricate; seam; flexural performance; experiment.
Engineering Mechanics, Vol. 28, No. sup. 1 (2011): 145-150 (In Chinese).
Engineering Mechanics, Vol. 28, No. sup. 1 (2011): 145-150 (In Chinese).
Online since: October 2011
Authors: Jia Song Zhu, Hao Zheng
Transportation Accessibility Analysis Based On An Online Integrated Geo-visualization System
Jiasong Zhu1, a, Hao Zheng2,b
1Department of Transportation Engineering, Faculty of Civil Engineering, Shenzhen University,
Nanhai Road 3688, Nanshan District, Shenzhen, China
2Department of Urban Planning, Faculty of Architect and Urban Planning
Suzhou University of Science and Technology, Suzhou, China
azhujiasong@gmail.com
bzh1975211@163.com
Keywords: transportation accessibility, visualization
Abstract.
Acknowledgements This research was jointly supported by Software Science Research Project of Ministry of Housing and Urban-Rural Development of China (No. 2011-K5-29), Open Research Fund of State Key Laboratory of Information Engineering in Surveying, Mapping and Remote Sensing, Wuhan University (No. 09-Key03), and National Natural Science Foundation of China (No. 50908150).
Acknowledgements This research was jointly supported by Software Science Research Project of Ministry of Housing and Urban-Rural Development of China (No. 2011-K5-29), Open Research Fund of State Key Laboratory of Information Engineering in Surveying, Mapping and Remote Sensing, Wuhan University (No. 09-Key03), and National Natural Science Foundation of China (No. 50908150).
Online since: April 2015
Authors: K.U. Muthu, Azmi Ibrahim, Vijay Anand, Janardhana Maganti
Professor,Dept. of Architecture,MSRIT,Bangalore,INDIA
2Professor,Dept. of Civil Engineering,JNTUH,Hyderabad,INDIA
3Dean, Universiti Teknologi MARA (UiTM),Selangor,Malaysia
4Dean,Brindavan college of Engineering,Bangalore,INDIA
avijaystup@gmail.com, bjanardhanamaganti@gmail.com, cazmii716@gmail.com, dkumuthu64@gmail.com
Keywords: Analysis, Beams, Comparison, Concrete, Deflection, Method ,SCC, Steel Fibre.
,New York,1977,p.546 [8]P Desayi and K U Muthu,Short Time Deflections of the Rectangular Simply Supported RC Slabs,Advances in Concrete Slab Technology, Dundee,1980 [9]Maidhily Govind,Pradip Sarkar and Devdas Menon,Short Term Deflections in Two Way RC Slabs Using Deflections co efficients,Journal of Structural Engineering,Vol. 35,No. 4,p. 247 [10]P Desayi and K U Muthu,Short Time Deflections of the Simply Supported RC Circular Slabs,Proc.Instn Civ.
,New York,1977,p.546 [8]P Desayi and K U Muthu,Short Time Deflections of the Rectangular Simply Supported RC Slabs,Advances in Concrete Slab Technology, Dundee,1980 [9]Maidhily Govind,Pradip Sarkar and Devdas Menon,Short Term Deflections in Two Way RC Slabs Using Deflections co efficients,Journal of Structural Engineering,Vol. 35,No. 4,p. 247 [10]P Desayi and K U Muthu,Short Time Deflections of the Simply Supported RC Circular Slabs,Proc.Instn Civ.
Online since: May 2012
Authors: Hui Ping Zhang, Ran Ma
Skills for Animated AutoCAD Drawing with PowerPoint
Huiping Zhang1, a, Ran Ma2,b
1Civil and Material Engineening Department, Henan University of Urban Construction
Pingdingshan,China,467036
2Henan Tianhe Construction Engineering Company Limited,Pingdingshan,China,467000
azhanghuiping@hncj.edu.cn, bmrpds@163.com
Keywords:ungroup, copy link, paste, animation, image overlap.
Multimedia courseware in teaching also plays an increasing role, particularly the teachi-ng of engineering drawing, due to the abstract content.
[2] Huiping Zhang: The Civil Engineering Drawings.
Multimedia courseware in teaching also plays an increasing role, particularly the teachi-ng of engineering drawing, due to the abstract content.
[2] Huiping Zhang: The Civil Engineering Drawings.
Online since: August 2011
Authors: Tao Luo, Yong Xiu He, Yuan Ying Chi, Rui Fang, Jiang Zhu
Engineering Materials Cost Index of Operation and Maintenance Station
The location of an operation and maintenance station is established according to the concrete conditions of each district, and in order to save human resources and investment, operation and maintenance stations should be established in high-voltage substations.
During the location process, engineering materials cost should be taken into consideration in order to get the cost minimum and efficiency maximum.
In future research, the improved algorithm should be optimized, such as by increasing the civil area, including the drainage system, more cost factors and other factors, so establishing a rich multi-index system and using a subjective and objective method to determine the weights and influencing factors in order to make them more objective and reasonable.
Computer Engineering, Vol. 33(2007), p.65-66
During the location process, engineering materials cost should be taken into consideration in order to get the cost minimum and efficiency maximum.
In future research, the improved algorithm should be optimized, such as by increasing the civil area, including the drainage system, more cost factors and other factors, so establishing a rich multi-index system and using a subjective and objective method to determine the weights and influencing factors in order to make them more objective and reasonable.
Computer Engineering, Vol. 33(2007), p.65-66
Online since: August 2014
Authors: Tie Ying Li, Jian Long Han, Qing Fang Niu, Guan Feng Qiao
Finite Element Analysis of Typical Beam-Column Joints in Yingxian Wood Pagoda
Jianlong Han1, a * , Guanfeng Qiao1, b , Qingfang Niu1, c , Tieying Li1, d
1Architecture and Civil Engineering College, Taiyuan University
of Technology, Taiyuan, Shanxi, 030024, China
ahanjianlong0390@link.tyut.edu.cn, b775952455@qq.com, cniuqingfang@tyut.edu.cn, dlty680412@163.com
Keywords: Yingxian Wood Pagoda, Ancient wood structure, Abaqus, Beam-Column joint, Hysteretic curve
Abstract: Yingxian Wood Pagoda is the highest standing ancient wood structure in China,with four shorter but stiffer storeys hidden between the five apparent storeys.
Pan, Finite Element Modelling of Dou-Gong Brackets of Yingxian Wood Pagoda, in: 11th World Conference on Timber Engineering (WCTE 2010), Trentino, 2010
Characteristics and Structural Evaluation of Japanese Traditional Wooden Frame Structures. in: Proceeding of international timber engineering conference, Vol. 1. 1990. p. 645-650
Pan, Finite Element Modelling of Dou-Gong Brackets of Yingxian Wood Pagoda, in: 11th World Conference on Timber Engineering (WCTE 2010), Trentino, 2010
Characteristics and Structural Evaluation of Japanese Traditional Wooden Frame Structures. in: Proceeding of international timber engineering conference, Vol. 1. 1990. p. 645-650
Online since: September 2021
Authors: Victor Iliev Rizov
Energy Dissipation in Viscoelastic Multilayered Inhomogeneous Beam Structures: An Analytical Study
Victor Iliev Rizov1,a*
1Department of Technical Mechanics, University of Architecture, Civil Engineering and Geodesy, 1 Chr.
Introduction There is an increasing interest in the use of multilayered inhomogeneous materials in load-bearing structural applications in various areas of modern engineering.
Rabenda, Analysis of Non-stationary Heat Transfer in a Hollow Cylinder with Functionally Graded Material Properties Performed by Different Research Methods, Engineering Transactions. 63 (2015), 329-339
Introduction There is an increasing interest in the use of multilayered inhomogeneous materials in load-bearing structural applications in various areas of modern engineering.
Rabenda, Analysis of Non-stationary Heat Transfer in a Hollow Cylinder with Functionally Graded Material Properties Performed by Different Research Methods, Engineering Transactions. 63 (2015), 329-339
Online since: May 2013
Authors: Le Hua Wang, Zhao Rong Jiang
The affecting factors of slope stability based on orthogonal design
Zhaorong Jiang 1,a, Lehua Wang 1,b
1 College of Civil Engineering and Architecture, China Three Gorges University,
Yichang, Hubei, 443002, China
a jiangzryu@163.com, b lehuatg@126.com
Keywords: Orthogonal design, Stability, Sensitivity analysis, Poor analysis
Abstract.
One southwest hydropower station engineering is priority to power, and the normal storage level of reservoir is 2253.00 meters, installing capacity 860MW.
Rock Mechanics and Engineering, 2004, 23(16): 2703-2707.
One southwest hydropower station engineering is priority to power, and the normal storage level of reservoir is 2253.00 meters, installing capacity 860MW.
Rock Mechanics and Engineering, 2004, 23(16): 2703-2707.
Online since: July 2011
Authors: Hong Yuan Tang, Zhe Lin Fan
Theory Analysis of Full-scale Segment Model of Huaian Cable-stayed Bridge Pylon
Hongyuan Tang 1, a Zhelin Fan2, b
1College of Architecture and Civil Engineering, Xihua University, Chengdu 610039, China
2College of Architecture Engineering, Nanchang University, Nanchang 330031, China
asteventhy@163.com, bfanzhlin@163.com
Keywords: cable-stayed bridge; bridge pylon; full-scale model.
[4] Zhao Liu, Shaoping Meng, Zhitao Lv: Journal of Chinese Engineering Science, 12 (2003), p. 48-54, in Chinese.
[4] Zhao Liu, Shaoping Meng, Zhitao Lv: Journal of Chinese Engineering Science, 12 (2003), p. 48-54, in Chinese.