Search Options

Sort by:

Sort search results by

Publication Type:

Publication Type filter

Open access:

Publication Date:

Periodicals:

Periodicals filter

Search results

Online since: October 2011
Authors: Jun Qing Lei
Hence, the studies the authors have performed showed that as a civil engineer it is important to learn the research and countermeasure actuality on durability of coastal concrete bridges.
Therefore, bridge engineers should know inspection methods and contents on durability of reinforced concrete bridges
Another method named Engineered Cementitious Composites is also used in repairing reinforced concrete bridges.
All of us are optimistic about the future of Engineered Cementitious Composites using and developing in China.
Seashore Engineering 21:3, 66-70.
Online since: November 2013
Authors: Kristýna Klajmonová, Antonin Lokaj
Carrying capacity of round timber bolted joints with steel plates under cyclic loading Antonín Lokaj1,a*, Kristýna Klajmonová2,b 1Department of Building Structures, Faculty of Civil Engineering, VŠB-Technical University of Ostrava, L.
Podéště 1875/17, 708 33 Ostrava – Poruba, Czech Republic, Europe 2Department of Building Structures, Faculty of Civil Engineering, VŠB-Technical University of Ostrava, L.
These tests were performed on laboratory equipment of the Faculty of Civil Engineering at VŠB - Technical University of Ostrava (press machine EU100 with a recording system – see Fig. 2).
[4] Lokaj, A., Vavrušová, K. (2011) Contribution to the probabilistic approach of the impact strength of wood, in: Engineering Mechanics 2011, Svratka, pp. 363 - 366, ISBN: 978-80-87012-33-8
[5] Lokaj, A., Marek, P. (2009) Simulation-based reliability assessment of timber structures, in: Proceedings of the 12th International Conference on Civil Structural and Environmental Engineering Computing.
Online since: December 2013
Authors: Petr Fajman, Michal Polak, Tomáš Plachy, Jiří Maca
The Experimental Observation of the Prestress Forces in the Structural Elements of a Tension Fabric Structure Petr Fajman1,a, Michal Polák1,b, Jiří Máca1,c and Tomáš Plachý1,d 1Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Prague, Czech republic afajman@fsv.cvut.cz, bpolak@fsv.cvut.cz, cmaca@fsv.cvut.cz, dplachy@fsv.cvut.cz Keywords: Tension fabric structure, cable, cable force, fabric membrane, experiment.
provided on the Faculty of Civil Engineering in the experimental laboratory.
Horák (Eds.), Proceedings of the 50th Annual Conference on Experimental Stress Analysis (EAN 2012), Czech Technical University in Prague Faculty of Mechanical Engineering, Prague, 2012, ISBN 978-80-01-05060-6, pp. 61 – 64
Procedia Engineering, Volume 48, 2012, ISSN 1877-7058, pp. 578 – 582
Polák: Measurements of Forces in Cable Membrane Structures, in: Proceedings of the Second International Conference on Soft Computing Technology in Civil, Structural and Environmental Engineering (CSC2011), Civil-Comp Press, Edinburgh, 2011, ISBN 978-1-905088-50-8, pp. 163 – 164
Online since: May 2011
Authors: Li Xia Lin, Nan Hong Ding, Yuan Hai Zhang, Ya Ping Wu
Introduction Box beams have been widely applied in the civil engineering.
But the calculation process is too complicated to apply in engineering.
China Civil Engineering Journal, Vol. 30(1)1997, p.64-72 [4] L.C.Fan.
Bridge Engineering.
Supplement of Engineering Mechanics.1994,p.425-428 [7] S.D.Zhang,X.H.Deng.
Online since: October 2015
Authors: Tze Liang Lau, Kok Keong Choong, Majid Taksiah A., Nor Azazi Zakaria, Aminuddin Ab. Ghani, Shusaku Inoue
Ghani2,e and Shusaku Inoue3,f 1School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, Malaysia 2River Engineering and Urban Drainage Research Centre (REDAC), Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, Malaysia 3Takenaka Research & Development Institute, Takenaka Corporation, Chiba, Japan acelau@usm.my, bcekkc@usm.my, ctaksiah@usm.my, dredac01@usm.my, eredac02@usm.my, finoue.shuusaku@takenaka.co.jp Keywords: Tsunami force, onshore building, pressure distribution, experiment, Malaysia Abstract.
Since then, the government of Malaysia concerns about the safety of civil engineering structures and human lives in coastal area.
Since the 2004 devastating tsunami occurrence, the government of Malaysia concerns about the safety of civil engineering structures and human lives in Malaysia.
The proposed tsunami force estimation for onshore buildings in northwest coast of Peninsular Malaysia will provide a useful guidance for tsunami resilient building design to town planners and engineers.
Omori, The tsunami wave force acting on land structures, in: Proceedings of 28th International Conference on Coastal Engineering, 2002, pp. 1191-1202
Online since: July 2003
Authors: Anne Teughels, Guido De Roeck
Damage Assessment of the Z24 bridge by FE Model Updating Anne Teughels� , Guido De Roeck Katholieke Universiteit Leuven, Department of Civil Engineering Kasteelpark Arenberg 40, B - 3001 Heverlee, Belgium Anne.Teughels@bwk.kuleuven.ac.be � Research assistant with National Fund for Scientific Research (FWO - Flanders) Keywords: FE model updating, damage identification, modal parameters, damage functions, civil structures.
Damage to civil engineering structures can be identified with a finite element (FE) model updating method using experimental modal data.
In civil engineering the differences in eigenfrequencies and mode shapes are minimized, mostly identified from ambient vibrations.
Introduction Accurate condition assessment of civil engineering structures has become increasingly important.
In civil engineering, the measurements are often obtained in operational conditions (ambient vibrations), which means that the exciting forces (coming from wind, traffic,...) are unknown.
Online since: September 2005
Authors: Claus Peter Fritzen
Examples from civil and aerospace engineering show the applicability of these methods.
This bridge was provided by Swiss road traffic authorities for the European SIMCES (System Identification to Monitor Civil Engineering Structures) for extensive investigations on condition monitoring using vibration-based methods.
Rytter: Vibration Based Inspection of Civil Engineering Structures, PhD Thesis, Aalborg University, Denmark, 1993 [4] H.
Maeck.: Damage Assessment of Civil Engineering Structures by Vibration Monitoring, PhDDissertation, KU Leuven, Leuven, Belgium, 2003
Zimmerman: Key Engineering Materials, Vols. 167-168 (1999), pp. 76-90
Online since: February 2013
Authors: He Ming Cheng, Yue Gui, Qing Zhang, Jing Cao
So this paper provided a theoretical calculation method to engineers to calculate the effect of excavation engineering on surrounding buildings.
Structural Engineers, Vol. 23 (2007), p.66
China Civil Engineering Journal, Vol.33 (2000) p.51
China Civil Engineering Journal, Vol.39 (2006) p.117
Geotechnical Engineer, Vol.1 (1989) p.3.
Online since: November 2024
Authors: Danielle Ferreira dos Santos, Philippe Bachmeyer de Meirelles, Zaqueu Rodrigues Machado
These sustainable solutions in civil construction are aligned with the ESG agenda of companies, which are increasingly seeking minimize the environmental impact of its activities.
International Journal of Modern Research in Engineering & Management (2019)
Asian Journal of Civil Engineering. 24 (2023), 22-35
Journal of Building Engineering. 51 (2023), 104435
Journal of Building Engineering, 41 (2021), 103097
Online since: October 2012
Authors: Jie Liu, Ren Ping Li
In reality, the geotechnical engineer has access to very limited data from the field, and the quality of predictions can only be worse.
Journal of Geotechnical and Geoenvironmental Engineering 133 (8): 905-920
-L., Predicted and Measured Behavior of Five Spread Footings on Sand: Proceedings of a Prediction Symposium[M], Amer Society of Civil Engineers, Geotechnical Special Publication, No 41,1994
Geotechnical Engineering, Institution of Civil Engineers, U.K., 143: 191–200
Australian Civil Eng.
Showing 2121 to 2130 of 38803 items