Search results

The construction engineering life-cycle quality supervision system is shown in figure 3.
Canadian Journal of Civil Engineering,(1998) [3] Yu Hong-liang.Construction Economy,9(2011),pp.9-11 [4] Han Guo-bo, Gao Quan-chen.
Coal Engineering,3(2014) [5] Harold Kerzner.
Quality of Civil Engineering and Construction,2(2010),pp.4 [12] Hong Tian-chao.
Journal of Engineering Management,8(2011),pp.374

Non-destructive testing (NDT) is seeing increasingly frequent use in civil engineering thanks to the fact that the tests are repeatable and do not cause serious damage to the material.
In civil engineering, investors and designers constantly require better properties of building materials, especially those properties that guarantee the material’s quality.
Non-destructive methods for testing steel fiber reinforced concrete Some NDT methods for SFRC testing are already available in civil engineering.
Preliminary test results presented in scientific literature have proven a sufficient level of measurement reliability despite the fact this method is based on electromagnetic induction, this device is fairly popular in the civil engineering practice.
Steel Fibre reinforced concrete, International Journal of Engineering Trends and Technology (IJETT), 9 (2014) 791 - 797

Mickiewicza 30, 30-059 Krakow, Poland 2AGH University of Science and Technology, Department of Engineering Surveying and Civil Engineering, Al.
In the paper the vision-based method of civil engineering constructions’ in-plane deflection measurement and state monitoring is presented.
There developed methodology, created software tool as well as experimental results obtained from tests made on lab set-ups and a civil engineering construction are investigated.
The evaluation of the vision system on the civil engineering construction.
The performed field tests allows to determine the applicability of proposed vision-based technique for measuring the deflection of civil engineering constructions.

The scenario: pre-construction and assembly factors of huge civil engineering construction projects.
In the case of huge civil engineering projects – CEP, such reflection should always be prepared collectively and with the greatest possible methodological rigor, given the capital sums and resources required for its application, as well as the impacts [1].
To conclude, the authors intended to demonstrate with this study the complex scenario involving civil engineering works, especially those linked to major oil industry projects.
Therefore, as a managerial implication, the absorption of management concepts, particularly in relation to decision-making, could benefit the civil engineering field in recent years.
Rees, Civil engineering project management, Elsevier (2003)

Fatigue behavior of corroded reinforced concrete beams-a review Shibin Li1,2, a, Hongwei Tang3 , Xin Wang1,2 1School of Civil Engineering, Shandong Jianzhu University, Jinan250101, China 2Shandong Provincial Key Lab of Appraisal and Retrofitting in Building Structures, Jinan 250101, China 3School of Civil Engineering, Shandong University, Jinan 250061, China aemail: lsbtj@163.com Keywords: concrete beam; reinforcement corrosion; fatigue; status quo; analysis Abstract: Reinforced concrete (RC) structures are widely used in civil engineering for their merits.
Introduction Reinforced concrete(RC) structures are widely applied in civil engineering fields for their many merits.
It is essential that responsible engineers have at their disposal the means to verify that the corroded concrete bridges retain an acceptable margin of safety.
China Civil Engineering Journal, Vol. 38, No. 11, 32-37, 2005.( In Chinese) [3] Haichao Wang, Jinxin Gong.
China Civil Engineering Journal, Vol. 40, No. 3, 6-10, 2007.( In Chinese) [7] Shibin Li.

Project management basics [electronic resource] : using technology to collaborate more effectively and bring civil projects to completion faster / Jonathan Knowles.
Patterns of Effective Management of Virtual Civil Projects: An Exploratory Study
Engineering Civil Project Management (2nd Edition).
Virtual Civil Porject Management- Concept, Training and Tools
The Handbook of Civil Project-Basted Management.

Modal Analysis of Simply Supported Plate Using Wireless Smart Sensor Networks Jingzhou Lu1, a, Xu Zhu1, Lin Chen1, Bo Jin2, SungHan Sim3, B.F.Spencer Jr 3,b 1School of Civil Engineering, Yantai University, Yantai, 264005, China 2Institute of Engineering Mechanics, China Earthquake Administration, Haerbin, 150080, China 3Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, 61801, USA alujingzhou@sina.com, bbfs@uiuc.edu Keywords: Wireless Smart Sensor Networks, Structural Health Monitoring, Natural Excitation Technique Abstract.
The Illinois SHM project (ISHMP), a collaborative effort between researchers in civil engineering and computer science at the University of Illinois at Urbana-Champaign (UIUC), has sought to tackle the complexity associated with creating wireless smart sensor networks(WSSN) applications by developing a framework for the continuous and reliable monitoring of civil infrastructure using a dense network of smart sensors [2].
The Eigen-system Realization Algorithm (ERA) was developed using minimum realization theory, is one of the popular modal analysis techniques for civil structures [5].
IEEE international workshop on Service-oriented systems engineering, (2005), pp. 3 [4] G.H.
Newmark Structural Engineering LaboratoryReport Series, No. 019, University of Illinois at Urbana-Champaign, Urbana, Il, (2010)

The Evaluation of Crack Control Safety Level for Concrete Members by Equivalent Guarantee Rate Yang LIa, Jianguo HOUb School of Civil Engineering, Wuhan University, Wuhan, 430072, China aliyang04201@126.com, bhoujg007@126.com Keywords: Equivalent guarantee rate, Safety level, Reliability index, Durability Abstract.
As numerical examples, this paper makes equivalent guarantee rate calculation for concrete members of civil buildings in GB 50010-2010.
Table 1 shows the computation results of equivalent guarantee rate for concrete members of civil buildings in GB 50010-2010.
Table 2 shows the computation results of crack control reliability index for civil buildings in GB 50010-2010.
Beeby: the Structural Engineer, Vol. 57A (1979), No.1, p.9 [7] Q.F.

Reconstruction Of The Municipal Bath House CAJKA Radim 1, a * and BURKOVIC Kamil 2,b 1Faculty of Civil Engineering, VSB - TU Ostrava, Czech Republic 2ARMING Ltd., Ocelarska 6, Ostrava-Vitkovice, Czech Republic aradim.cajka@vsb.cz, bkamil.burkovic@arming.cz Keywords: Improvement, corrosion, reconstruction, reprofiling, degradation of concrete, connecting bridge.
This paper describes the static underpinning, improvement of the degraded reinforced concrete structures and technical aspects of transformation of a former civil defence shelter into a wellness and swimming centre.
The bath tub, the former civil defence shelter and other rather small structures are made from the reinforced concrete monolithic slab-walls.
Acknowledgement This paper has been financially supported within the project of “the conceptual research and development 2014” in the Faculty of Civil Engineering, VŠB TU – Technical University of Ostrava.
Key Engineering Materials, Volume 417-418, Pages 129-132, ISSN: 10139826, DOI: 10.4028/www.scientific.net/KEM.417-418.129, 2010 [3] GALLIVAN, C., Strengthening holt fleet bridge.

Effect of Construction Stages to Long-Term Behavior of a Long-Span Pre-Stressed Concrete Girder Bridge Erriman Manru1,a, and Heru Purnomo2,b 1Master Program of Civil Engineering, Department of Civil Engineering, Universitas Indonesia, Depok 16424, Indonesia 2Department of Civil Engineering, Universitas Indonesia, Depok 16424, Indonesia aerriman.manru01@ui.ac.id, bherupur@eng.ui.ac.id Keywords: Pre-stressed concrete, Long-term behavior, Long-span bridge, Deflection, Girder Stress Abstract.
That is because work methods and times must be adapted to the engineering design.
This bridge was modeled using Midas Civil software with the beam element method (Figure 6) [6].
Engineering Structures 32 (2010) 1038-1045 [2] D.
Applied Mathematical Modelling 35 (2011) 3809-3820 [6] Midas Civil.