Search Options

Sort by:

Sort search results by

Publication Type:

Publication Type filter

Open access:

Publication Date:

Periodicals:

Periodicals filter

Search results

Online since: August 2022
Authors: Ana B. Espinosa, Víctor López-Ausín, Roberto Serrano-López, Francisco Fiol, Víctor Revilla-Cuesta
Spain. 2Department of Civil Engineering.
Introduction The environmental sustainability pursuit is fundamental in all areas, and civil engineering is not an exception.
Mladenovič, Evaluation of ladle slag as a potential material for building and civil engineering.
Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 2011. 164(2): p. 113-126
Journal of Materials in Civil Engineering, 2013. 25(8): p. 972-979
Online since: April 2014
Authors: Dong Qing He, Wei Hua Wu
Exterior-template Design for Concrete Engineering in an Arched Structure Dongqing He 1,a, Weihua Wu 2,b 1Institute of Material and Structure, Henan University, Kaifeng 475001, China 2School of Civil Engineering and Architecture, Henan University, Kaifeng 475001, China ahe_dongqing@163.com, bwwh1968@tom.com Keywords: Arched structure, Concrete Engineering, Template design.
In accordance with the technical specifications of existing concrete structure construction template and an arched structure concrete pouring process, the exterior-template design for concrete of the project has been done, which contents the requirements of the of engineering concrete on construction quality.
Introduction Template is an important construction tool which is widely used in reinforced concrete structure, the quality of construction projects directly affects the quality of the concrete engineering.
The template’s design and plane layouts are based on the engineering structure and characteristics and construction conditions of site.
Engineering Introduction The clear span of the arched structure is 21m, the clear length of the arched structure is 35m, and the clear height of the arched structure is 8.4m.The main structure is reinforced concrete structure with 3mm thick 3D corrugated plate for lining.
Online since: November 2012
Authors: Shi Min Zhang, Feng Lan Li, Shi Ming Liu
Effect of Pile-soil Action on Seismic Resistance of Prestressed Continuous Box-girder Bridge with Changed Sections Fenglan Lia, Shimin Zhangb and Shiming Liuc School of Civil Engineering and Communication, North China University of Water Recourses and Electric Power, Zhengzhou 450011, China a lifl64@ncwu.edu.cn, b alin2514@163.com, c sokd_0@163.com Keywords: prestressed continuous box-girder bridge; seismic resistance; response spectrum; pile-soil action.
Introduction The south-to-north Water Transfer Project is one of the key engineering solving the long-term lack of water resources in the northern of China.
As the engineering passes the seismic area, it is necessary to study the seismic resistance of the structures [1].
Zhou: Study on safety of seismic resistance of South-to-north Water Transfer Engineering, South-to-north Water Transfer and Water Technology, 5 (2004) 1-3
Qiu: Normal Question Explain for Bridge Software MIDAS/Civil, China Communication Press, Beijing, 2009
Online since: July 2014
Authors: Guang Ming Huang
However, the power factor of VVVF regulator used for civil buildings is above 90%.
The elevator has been developing rapidly in civil buildings.
The elevator load is very big in general civil buildings, which plays a decisive role in total load.
It is allowable in actual engineering if some is regarded as measures of energy saving.
For the transformers of whole engineering, the elevator load is very small, which is 0.18 -0.22 and 0.18-0.5 respectively in reference to Civil Architecture Electrical Design Manual (Rev.2) and Industry and Civil Distribution Manual Design (Rev.3).
Online since: November 2013
Authors: Li Liu, Fang Wang, Ju Chao Wang
Influence of Concrete Pouring Sequence on Stability of different Height High-formwork Support System Li Liu1, a* Fang Wang2, b Juchao Wang3, c 1 School of Civil Engineering Shenyang Jianzhu University Shenyang, China 2 School of Civil Engineering Shenyang Jianzhu University Shenyang, China 3 School of Civil Engineering Shenyang Jianzhu University Shenyang, China aliuli1219@sina.com, b464727389@qq.com, czgsdliuyu@163.com Keywords: High-formwork, Finite element analysis, Support height, Stability Abstract: This article used ABAQUS finite element analysis software to established the high-formwork, analyzed effect on stability of the different height formwork by contrasting lateral displacement of various heights, discussed influence of concrete pouring sequence on stability of different height high-formwork support system in the construction process.
Industrial and civil construction for large high-span space increasing demand for high formwork support system in all aspects of the requirements are increasingly high, but due to high formwork system are temporary structures[1], and people did less research on this area, there are many factors that influenced construction safety, especially in formwork design and control of construction safety, difficulties are still exist.
Structural Engineering Report, No CE-STR-95-4, School of Civil Engineering, Purdue University, West Lafayette, 1995
Online since: October 2014
Authors: S.A. Evtyukov
Petersburg State University of Architecture and Civil Engineering, Vtoraja Krasnoarmejskaja Str., 4, St.
The results of studies have been recommended to be applied in engineering methods to calculate manufacturing of reinforcement units.
Transport and process machines chair of Saint-Petersburg State University of Architecture and Civil Engineering has been continuously working on improving the process of reinforced concrete structures manufacturing and mostly reinforcement works, including oscillation cutting of reinforcement units as well as to mechanization of shaping reinforced concrete and gas concrete structures and units [1,2].
The research team of Transport and process machines chair of Saint-Petersburg State University of Architecture and Civil Engineering in cooperation with CJSC "Peterburg-Dorservis" developed an operational robot to install protective layer fixers in course of manufacturing [1].
Petersburg State Architectural and Civil Engineering University, St.
Online since: December 2013
Authors: Yong Liang Deng, Ying Lu, Qi Ming Li, Kang An, Shuai Niu
Research on Stability of the Rock-socketed Piles in a Landslide Control Project Yongliang Deng1,a, Ying Lu1,b, Qiming Li1,c, Kang An2,d, Shuai Niu3,e 1Department of Construction and Real Estate, School of Civil Engineering, Southeast University, Nanjing, China 2Dadi engineering development group, Tianjin, China 3The architecture design and research institute of Henan Province Co., Ltd, Henan, China adengyongliang@seu.edu.cn, bluying_happy@126.com, cnjlqming@163.com, dankang@dadieng.com, eniu.shuai2006@163.com Keywords: rock-socketed; stability; plastic strain; side friction Abstract: In order to study the stability of rock-socketed piles in landslide control project, this paper took a practical engineering as example, employed the ANASYS software platform as the implementation tool to establish the finite element analysis model.
Based on these characteristics, it was widely used in civil construction, such as highway engineering, bridge engineering, retaining embankments, and other projects[[] Jianxin Zhang, Hongdong Ye, Yangqiu Tan, et al, Some problems in design of rock-socketed pile, Chinese Journal of Rock Mechanics and Engineering, 7(2003) 1222-1225.
(In Chinese) ][[] Lehui Zhang, Zhihao Zhang, Shuhong Wang, et al, Experimental study and analysis on rock-socketed pile in karst area, China Civil Engineering Journal, 46(2013) 98-102.
Professor Randolph[[] Randolph M F, Wroth C P, Analysis of deformation of vertically loaded piles, Journal of the Geotechnical Engineering Division, 104(1978) 1465-1488. ] proposed the pile top displacement calculation theory firstly by using the finite element method.
Research on FEM simulation method for rock-socked pile bearing capacity in soft rock, Chinese Journal of Rock Mechanics and Engineering, 12(2002) 1854-1857.
Online since: February 2013
Authors: Lin Qing Huang, Ming Zheng Chen, Xian Feng Liu
Test to Fly Ash Recycled Concrete under Different Water Cement Ratio* CHEN Mingzheng1,a,LIU Xianfeng1,b,HUANG Linqing1,c Chongqing University of Science and Technology, School of Civil Engineering and Architecture, Chongqing 401331, China; achenmingzhengcmz@163.com,blpioneer@sina.com, chlinqing@126.com Keywords: Recycled concrete; Recycled aggregate; Fly ash; Mixing ratio ; Water cement ratio; Blending ratio.
The test results would lay a solid foundation for the test research and engineering application of recycled concrete.
Recently, the disposal to building solid wastes is the important topic of civil engineering and environmental engineering[1-2].
Using building solid wastes in engineering practice is the development strategy strategic policy for civil engineering.
[7]ZHANG Zhengxiong,YAO Jialiang, Materials of Civil Engineering[M], Beijing:China Communications Press,2008
Online since: August 2020
Authors: Abdul Muttalib I. Said, Qais H. Al-Shemmari
Thesis, University of South Carolina, Civil Engineering Department, USA, 2002
Dissertation, Civil Engineering Department, College of Engineering, University of Baghdad, Baghdad, Iraq (2006)
Civil Envir.
Thesis, University of Baghdad, College of Engineering, Civil Engineering Department, Dec. (2006)
Dissertation, Civil Engineering Department, College of Engineering, University of Baghdad, Baghdad, Iraq (2020)
Online since: October 2014
Authors: Pavel I. Novikov
Exceptional efficiency of the offered method has been proved within examinations of real engineering constructions: hydroelectric power stations, nuclear stations, civil buildings.
General notes. – Moscow: FC Institute of Civil Defense and emergencies , 2008. – 36 p
Kalichava // International Journal for Computational Civil and Structural Engineering – 2012. – Volume 8. – Issue 3. – p.19-27
Nagibovich [et al.] // International Journal for Computational Civil and Structural Engineering – 2012. – Volume 8. – Issue 3. – p.28-42
Aul [et al.] // International Journal for Computational Civil and Structural Engineering – 2012. – Volume 8. – Issue 3. – p.43-52
Showing 1721 to 1730 of 38803 items