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Online since: January 2013
Authors: Xiao Kun Wang, Hua Xin Liu, Xue Zhi Wang, Cheng Zhai
FEM Analysis on Concrete Column Confined by Straps of BFRP Sheets XiaoKun Wang1,a, HuaXin Liu2, b, XueZhi Wang2, b, Cheng Zhai2, b 1,2Civil Engineering & Architecture College,Liaoning University of Technology, Jinzhou, China aslioy@163.com Keywords: BFRP sheets; concrete column; spacing of straps; FEM analyses.
More attention has been paid on the technology of BFRP in civil engineering due to it’s unique properties, such as high strength-to-weight radio, good resistance to corrosion and convenient to construction.
References [1] LU XinZheng, FENG Peng,YE LiePing, Behavior of FRP-confined concrete columns under uniaxial loading, China civil engineering journal, 2(2003) 46-51 [2] Code for design of concrete structures(GB50010-2010),China architecture and building press,Bei jing,2011.
Online since: February 2015
Authors: Kristýna Šamárková, Libor Topolář, Pavel Rovnaník, Peter Rypák
Non-Destructive Testing during the Hardening of Alkali-Activated Slag TOPOLÁŘ Libor1,a, RYPÁK Peter1,b, ŠAMÁRKOVÁ Kristýna1,c and ROVNANÍK Pavel1,d 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic atopolar.l@fce.vutbr.cz, brypakp@study.fce.vutbr.cz, csamarkova.k@fce.vutbr.cz, drovnanik.p@fce.vutbr.cz Keywords: Acoustic emission method, loss in weight, impact-echo method, ultrasound testing alkali-activated slag mortars.
Non-destructive acoustic analysis methods, the Impact-echo method as a traditional method and the Acoustic Emission method as a nontraditional one for civil engineering, were used for experiment.
The MIDI piezoelectric sensor was used to pick up the response and the respective impulses were directed into the input of the TiePie engineering Handyscope HS3 two-channel oscilloscope with 16 bits resolution.
Online since: August 2013
Authors: Wan Quan Tong
Prestressed concrete continuous rigid frame bridge has the advantages of  no expansion joints, smooth driving the advantages,however, due to cross under serious scratch,seriously affect the service life of the bridge.Take a Large span asymmetric continuous rigid frame bridge of Guizhou as engineering background,use finite element Program Midas/Civil modeling,carried out Analysis of the construction process,And select a reasonable way to Set the bridge pre-camber,and provide reasonable data for the construction of control,to ensure the bridge structure linear reasonable.
In this paper, space large finite element program MIDAS / Civil Guizhou span asymmetric prestressed concrete continuous rigid frame bridge construction process analysis, and its pre-camber in the construction process analysis and set guidance asymmetric continuous rigid frame bridge construction, to provide a reference for similar bridge type design, construction, and monitoring.
Organization of the Text Engineering background.
The construction process simulation Midas / Civil software, using the finite element method, the discretized structure modeling, is calculated.
[4] ZhuanghongLou.The status quo and development trend of domestic and international long-span bridges[J].Central South Highway Engineering,1994,3(1):62-66
Online since: August 2013
Authors: Jie Yuan, Zhen Lin Chai, Jian Ming Ling, Fei Lin Zhang, Ping Zou, Yong Luo, Li Guo Zhu
Passenger throughout ranking is 54th while cargo throughout ranking is 57th among 184 civil airports in china.
Figure 1 Charging items for civil airport Direct Economic Losses of Weihai International Airport.
References [1] Civil airport charge reform scheme, Civil Aviation Administration of China, 2007
Asia-Pacific Power and Energy Engineering Conference, IEEE, 2011
Research on Socio-economic Benefits Evaluation of Civil Aviation Airport, Tianjin University, 2011
Online since: August 2023
Preface The annual International Scientific Applied Conference "Problems of Emergency Situations" (PES) is organized by the National University of Civil Defence of Ukraine (Ukraine, Kharkiv).
This year, the representatives from the Odessa State Academy of Civil Engineering and Architecture (Ukraine, Odessa) were involved as partners.
The purpose of the conference was to discuss issues related to the problems and prospects of the introduction of the latest developments and technologies aimed at preventing emergencies, minimizing their consequences in the field of civil defence, sharing experience and finding new facets of scientific cooperation, solving problems of recent emergencies that create a global threat to humanity.
Scientific and practical aspects of monitoring and management in the field of civil protection. 3.
Chemical technology and engineering, radiation and chemical protection. 5.
Online since: February 2011
Authors: Hou Quan Zhang, Xing Gen Huang, Li Bing Xue, Yan Feng Zhang
Producing Mechanism and Distribution Laws of Remote Cracks for Geotechnical Engineering Structure Houquan Zhang1, a, Xinggen Huang2, b, Libing Xue2, c, Yanfeng Zhang1, d 1State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221008, P.R.
Introduction Geotechnical material is a kind of common material in civil engineering.
The proceedings of the Civil Engineering Materials Conference, Southampton (1969) 901-904
Chinese Journal of Rock Mechanics and Engineering, 27(8)(2008) 1545-1553
Chinese Journal of Rock Mechanics and Engineering, 28(1)(2009) 111-119.
Online since: November 2013
Authors: Boon Hoe Goh, Wee Kang Choong, Tuck Wai Yeong, Byung Gyoo Kang, Vin Shern Eng
Investigation into the Current Practice of Cost Estimating and the Introduction of a Standard Price Book in the Malaysia Construction Industry Byung Gyoo Kang1,a, Vin Shern Eng2,b, Boon Hoe Goh3,c, Wee Kang Choong4,d and Tuck Wai Yeong 1Department of Civil Engineering, University of Nottingham Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor, Malaysia 2Department of Civil Engineering, University of Nottingham Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor, Malaysia 3Department of Civil Engineering, University of Nottingham Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor, Malaysia 4Department of Civil Engineering, University of Nottingham Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor, Malaysia 5Department of Civil Engineering, University of Nottingham Malaysia Campus, Jalan Broga, 43500 Semenyih, Selangor, Malaysia aByung-Gyoo.Kang@nottingham.edu.my, b keey9evs@nottingham.edu.my, cBoon-Hoe.Goh@nottingham.edu.my, dChoong.Weekang@nottingham.edu.my, eTuck-Wai.Yeong
Current Practice of Cost Estimating Estimating costs of building and civil engineering work takes into account such elements as labours, materials and plant which are itemized in a Bill of Quantities or Specification of Works [8].
Spon’s, Laxton’s and BCIS price books for civil engineering and building engineering works are the typical ones available in the UK market.
Cost Engineering Vol.32-8 (1990), p.7-10
Kitchens: Estimating and Project Management for Building Contractors, American Society of Civil Engineers (1996)
Online since: November 2012
Authors: Xin Sheng Li, Gang Li, Cao Xiao, Shi Yong Lan
This method can be used to simulate acceleration, deceleration, and climb/descent rate of usual civil aircraft types.
But the civil aircraft has the rule of slow deceleration and fast acceleration.
Journal of Sichuan University, Engineering Science Edition, 2009; 41 (6):171-176 [3].
Control Engineering Practice13 (2005) 601–612.
Department of Aerospace Engineering, Chonbuk National University
Online since: September 2011
Authors: Zhao Yi Xu, Feng Zhang, Zhi Yi Li
Studies on the Efficiency of the CFG pile-net reinforcement in the soft soil subgrade Feng Zhang1, a, Zhaoyi XU2,b and Zhiyi Li3,c 1School of civil Engineering, Beijing Jiaotong Univ., ShangYuanCun 3, GaoLiangQiao Road, HaiDian District, Beijing City, 100044, Beijing, P.
C 2School of civil Engineering, Beijing Jiaotong Univ., ShangYuanCun 3, GaoLiangQiao Road, HaiDian District, Beijing City, 100044, Beijing, P.
C 3 School of civil Engineering, Beijing Jiaotong Univ., ShangYuanCun 3, GaoLiangQiao Road, HaiDian District, Beijing City, 100044, Beijing, P.
Soil engineering and foundation.
Soil engineering and foundation.
Online since: December 2012
Authors: Pei Chen, Chun Yuan Liu, Guang Ming Li
Study on the channel slope safe stability Guangming Li1,a , Chunyuan Liu2,b, Pei Chen3,c 1Dept.of Civil Engineering.Hebei University of Technology,Tianjin,300401,China 2Dept.of Civil Engineering.Hebei University of Technology,Tianjin,300401,China 2Dept.of Civil Engineering.Hebei University of Technology,Tianjin,300401,China aliguangming20@126.com, bcyliu@hebut.edu.cn, cchenpeisn@163.com Keywords: Slope stability; Bishop method; Finite element ; Slope coefficient.
Abstract:It is well known that the slope stability analysis is the core of the slope engineering study .The key of the study slope safety stability is optimize the slop coefficient。
Engineering summary The south-to-north water transfer project is a strategic engineering which will relieve the serious shortage of water resource in north China.
According to the results which analyse the engineering geological exploration data and various physical parameters ,this paper think that the simplified Bishop[3] method which according to the limit equilibrium theory as the foundation is suitable for the analysis of this slope engineering.
It can analyse the complex linear and highly nonlinear problem.It also has strong advantage in dealing with nonlinear engineering problem.
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