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Online since: August 2021
Authors: Radim Necas, Jiří Stráský, Jan Trenz, Karel Zlatuška
Evaluation of Behaviour of Plan Curved Structure Supported by Arch Jan Trenz1,a*, Karel Zlatuška2,b, Radim Nečas2,c, Jiří Stráský1,d 1Stráský, Hustý a partneři, Bohunická 133/50, 619 00 Brno, Czech Republic 2Institute of Concrete and Masonry Structures, Faculty of Civil Engineering, Brno University of Technology, Veveří 331/95, 602 00 Brno, Czech Republic aj.trenz@shp.eu, bk.zlatuska@shp.eu, cnecas.r@fce.vutbr.cz, dj.strasky@shp.eu Keywords: arch structure, plan curvature, physical model, evaluation of measurement Abstract.
New type of plan curved structure has been developed within the research of arch footbridges at Faculty of Civil Engineering of Brno University of Technology.
Introduction Physical model of plan curved arch structures in scale 1:10 was built within the research of arch structures at the Faculty of Civil Engineering of Brno University of Technology (Fig. 1).
Description of the Calculation Model The calculation model was created in MIDAS Civil software.
Fig. 13 Ultimate test - load on the half of the length of the deck Even though it wasn’t possible to achieve ultimate capacity of the structure, the statement of famous Czech bridge engineer Stanislav Bechyně was confirmed: “The arch bridge built according to principles of engineering mastery is practically indestructible.” [4] Conclusion The comparison shows that the newly developed type of plan curved structure behaves according to initial assumptions.
Online since: September 2012
Authors: Hong Yuan, Jun Han
Analysis Research Progress on the FRP Reinforced RC Beam-Column Joints in Civil Engineering Jun Han1,a, Hong Yuan1,b 1 MOE Key Laboratory of Disaster Forecast and Control in Engineering, Institute of Applied Mechanics, Jinan University, Guangzhou 510632, China ahanjun729@sina.com, btyuanhong@jnu.edu.cn Keywords: FRP reinforcement, Beam-column joints, Theoretical study, Experiment investigation, Numerical simulation Abstract.
Finally, the shortcomings of the present studies are pointed out as well as the research aspects of the field. 1 Introduction Because of its good seismic behavior, RC frame is frequently used in civil engineering programs as a structural form.
Wang: China Civil Engineering Journal Vol. 38(4) (2005), p.60(in Chinese) [5] S.S.
Huang: Earthquake Engineering and Engineering Vibration Vol. 26(1) (2006), p.116(in Chinese) [9] Y.
Proceedings of the International Conference on FRP Composites in Civil Engineering, Vol.
Online since: August 2013
Authors: Michael Lazar, John Emery
The test method employed was an adaptation of the falling head method used for the measurement of permeability of soils (formerly included in BS 1377, “Methods of test for soils for civil engineering purposes”).
Institution of Civil Engineers – Paper No. 9005 (April 1986)
Civil Aviation Authority - London.
Journal of Transportation Engineering.
American Society of Civil Engineers Vol. 112.
Online since: January 2026
Authors: Issam Hanafi, Ahmed Zian, Ouissal Bindar
Like many other nations, Morocco is grappling with escalating water stress, exacerbated by climate change, decreasing rainfall, and the increasing demand for water, particularly within the civil engineering sector.
While many studies explore ways to reduce freshwater consumption in civil engineering, few specifically address the use of seawater in concrete production.
The development of solutions that use seawater for concreting have been studied by several players in civil engineering.
The idea of using seawater in civil engineering, in the Moroccan context, could indeed be explored as an innovative solution to the scarcity of fresh water.
In the civil engineering sector, water is used at several stages, notably in the preparation of concrete for mixing, soil compaction and equipment cooling.
Online since: February 2014
Authors: Jarosław Rajczyk, Zbigniew Respondek
Study of Concrete Composite with Participation of Waste from Sewage Plants Jarosław Rajczyk a, Zbigniew Respondek b Czestochowa University of Technology, Faculty of Civil Engineering, 3 Akademicka Street, 42-218 Czestochowa, Poland ajrajczyk@bud.pcz.czest.pl, bzrespondek@bud.pcz.czest.pl Keywords: composite concrete, waste management, concrete roads Abstract: In this article a development at the Czestochowa University of Technology Faculty of Civil Engineering is presented concerning waste management technology in which sediment with grit is used technological sewage treatment plant.
The goal of this research, which was conducted at the Civil Engineering Department at the Technical University of Czestochowa, was to develop technology for waste management for that Wastewater Treatment Plant "Warta" SA in Czestochowa.
Online since: December 2013
Authors: Long Li, Qiang Pei
Structural Modal Parameter Identification Based on ARMA Model Qiang Pei 1,a, Long Li 1,b 1Research & Development Center of Civil Engineering Technology,Dalian University,Dalian 116622,China apqiem@163.com,bdxl269@163.com Keywords: ARMA model; building materials and structural engineering; parameter identification; seismic engineering Abstract.
Structural parameter identification is a significant technology to show certain characteristics and material damage of earthquake resistant structures or building materials in structural engineering and seismic engineering field.
It is based on the input and output of the monitoring data of the civil engineering structure to establish the mathematical model of the dynamic responses [1].
Accordingly it can provide a reliable basis for reinforcement, repairing, health diagnosis, testing and evaluation of building structures and the materials in structural engineering and seismic engineering field.
China (Grant No. 50908027, 51008040), the Open Laboratory of Earthquake Engineering and Engineering Vibration (Grant No. 2009A10), the Educational Department Foundation of Liaoning Province (Grant No. 20060053).
Online since: September 2011
Authors: Jian Hua Rong, Yu Ping Zhang, Feng Ling Li
Equipped with mechanical conveyance system, the system can be applied to the civil engineer.
So rock stratum displacement is the key parameter [1][2] in geotechnical monitoring or civil engineer, which is one of the key aspects of stable dam structures.
The engineering disaster will be reduced if the engineers adopt effective arrangement according the measuring results of the displacement monitoring system.
If the displacement is exceed to the engineer standard, the engineering accidents would rise.
Engineer can tuning grouting pressure without delay and reduce the displacement according system information.
Online since: September 2011
Authors: Xian Song Xie, Yi Hong Hong, Yi Li Wu
She works in the Department of Architectural Engineering of Quzhou College.
TEL:13967017978 mail:hyhzju@126.com Address: Department of Architectural Engineering, Quzhou College, Jiuhua North Road 78#,Kecheng District, Quzhou, Zhejiang.
The technology of strengthening RC beam with CFRP sheets is now a hotspot of research in civil engineering.
This is an issue which needs advanced study in civil engineering.
The 2nd National Civil Engineering of academic treatise anthology on applied technology of FRP.
Online since: August 2009
Authors: Si Rong Zhu, Xiao Yu Zhang, Zhuo Qiu Li, Ya Wen Dai
By setting finite electrodes on the edge of the sensitive layer, the stress field of tested structure is transformed to electric field which is apt to be tested, and with resistivity tomography technology (ERT), field(global) monitoring on civil engineering structure can be realized.
Introduction With development of smart materials and sensor technology, it is possible to diagnose and supervise security service characteristics of critical civil engineering [1].
With conductivity and piezoresistivity of smart materials and resistivity tomography, it is hopeful to realize visible field monitoring on civil engineering structure.
Generally, in researching methods of civil engineering structure health monitoring and diagnosing, in order to get rich experiment data, it is necessary to conduct a large number of simulation experiments with different sensors parameters and complicated loading condition; but they were usually limited by the hardware condition, model structure difficulty and resulted in large consumption of resources.
To study on civil engineering structure health monitoring and avoid impact resulting from measuring difference caused by misc factors in experiment, virtual experiment becomes the first solution.
Online since: December 2014
Authors: Son Tung Pham
Research on the relationship between thermal conductivity and porosity during carbonation of cement materials Son Tung Pham1,2 1Faculty of Civil Engineering, Ton Duc Thang University, Hochiminh city, Vietnam.
Email: phamsontung@tdt.edu.vn ; phamsontung82@yahoo.com 2Laboratory of Civil Engineering and Mechanical Engineering, National Institute of Applied Sciences, 35000 Rennes, France.
The objective of this work was to examine the relationships that may exist between porosity and thermal conductivity with particular reference to normalized cement mortar which is most commonly found in civil engineering.
Baroghel-Bouny, Conception des bétons pour une durée de vie donnée des ouvrages – Maîtrise de la durabilité vis-à-vis de la corrosion des armatures et de l’alcali réaction – Etat de l’art et guide pour la mise en œuvre d’une approche performantielle sur la base d’indicateurs de durabilité, Association française de Génie Civil, 2004
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