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Creating Structural Analysis Model From IFC-Based Structural Model Xuan Wang1,a, ZaiPeng Cui2,b , QiLin Zhang 3,c ,HuiZhu Yang4,d 1School of Civil Engineering, Tongji University, Shanghai, 200092, China 2China Road & Bridge Corporation, Beijing, 100000, China 3School of Civil Engineering, Tongji University, Shanghai, 200092, China 4Tongji Architectural Design Co.
Acknowledgements This work was financially supported by Shanghai Excellent Academic Leaders Project: 'BIM –based civil and structure design, construction management integration software system (11XD1404900) '.
Computer-Aided Civil and Infrastructure Engineering, Vol.18(2003),p.286-298
Computer-Aided Civil and Infrastructure Engineering, Vol.14(1999),p.395-405
A 4D Construction Management System Based On IFC Standard And Engineering Information Model.

Krejsa, Structural reliability assessment using a Direct Determined Probabilistic Calculation, in: Proceedings of the 12th Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press (2009) DOI: 10.4203/ccp.91.72
Krejsa, Statistical Dependence of Input Variables in DOProc Method, Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series. 12, Issue 2 (2012) 48-58, ISSN: 1804-4824, DOI: 10.2478/v10160-012-0017-3
Krejsa, Designing of Anchoring Reinforcement in Underground Workings Using DOProC Method, Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series. 10, Issue 2 (2010) 1-13, ISSN: 1804-4824, DOI: 10.2478/v10160-010-0020-5
Krejsa, Probabilistic Calculation of Fatigue Crack Progression Using FCProbCalc Code, Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series. 12, Issue 1 (2012) 1-11, ISSN: 1804-4824, DOI: 10.2478/v10160-012-0003-9
Tomica, Determination of Inspections of Structures Subject to Fatigue, Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series. 11, Issue 1 (2011) 1-9, ISSN: 1804-4824, DOI: 10.2478/v10160-011-0007-x.

The Improved Mechanics Behavior of the FRP Deck Yeou-Fong Li1, a, Tseng-Hsing Hsu2,b Fu-Chr Hsieh3,c 1Professor, Department of Civil Engineering, National Taipei University of Technology, Taiwan 2Assistant Professor, Department of Civil Engineering, Chung Hua University, Taiwan 3 Master Student, Department of Civil Engineering, National Taipei University of Technology, Taiwan ayfli@ntut.edu.tw, (corresponding author) bthsu@chu.edu.tw, cnotonlyfly@hotmail.com Keywords: Failure mode, GFRP deck, three-point bending test.
Hollaway (2010) discusses the development of the advanced polymer composite material applications in the building and civil/structural infrastructures.
Engineering Structures. 32 (2010) 1028-1037
Hollaway, A Review of the Present and Future Utilisation of FRP Composites in the Civil Infrastructure with Reference to Their Important In-Service Properties.

Experimental Verification of Subtle Frame Components Prototypes from High Performance Concrete for Energy Efficient Buildings FIALA Ctislav1, a *, HEJL Jaroslav1, b, BÍLEK Vlastimil2, c , RŮŽIČKA Jan1, d, VLACH Tomáš1, e, NOVOTNÁ Magdaléna1, f and HÁJEK Petr1,g 1CTU in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague 6, Czech Republic 2ŽPSV a.s., Třebízského 207, 687 24 Uherský Ostroh, Czech Republic actislav.fiala@fsv.cvut.cz, bhejl@askprojekt.cz, cbilek@zpsv.cz, djan.ruzicka@fsv.cvut.cz, etomas.vlach@fsv.cvut.cz, fmagdalena.novotna@fsv.cvut.cz, gpetr.hajek@fsv.cvut.cz Keywords: subtle RC frame, high performance concrete, experimental verification, horizontal load bearing structures.
Introduction Subtle frame from high performance concrete (HPC) is aimed for 2 to 6-storey residential and civil buildings (health and social care, education, temporary housing, administration).
The project is headed by the Department of building structures at Faculty of civil engineering CTU in cooperation with ŽPSV a.s. company and University centre for energy efficient buildings CTU.
The example of prestressed middle girders production and their experimental verification at Experimental centre of Faculty of civil engineering is apparent from Fig. 2.
The example of prestressed floor panels’ production with lightening elements from recycled material Stered and their experimental verification at Experimental centre of Faculty of civil engineering CTU is apparent from Fig. 4.

Application of damaged plasticity model on slab-column joints 1,aDING Hui, 2,bWang Jianping, 3,cFan Cheng 1,3Department of civil and architecture engineering, Dalian University, Dalian 116622, China 2Department of civil engineering, Shandong Jiaotong University, Jinan 250000, China a1010001870@qq.com, b979656312@qq.com, c249592174@qq.com Keywords: finite element analysis; damaged plasticity model; dilatation angle; viscous coefficient; tensile stiffness Abstract.
Using parametric analyses, further the plastic damage model of related parameters set methods were discussed, concrete dilatation Angle, viscous coefficient, tensile stiffness, tensile damage on the results, in order to the design of slab-column connections engineering personnel to provide the reference.
Application of ABAQUS in Civil Engineering [M].Hang Zhou: Zhe Jiang University Press, 2006
Application of Damaged Plasticity Model for Concrete [J].Structural Engineers, 2008, 24(2):26-27. 15] Li Lin.

Application Approach and Prospects of the Foundry Waste Sand and Slag in Engineering Tiezhi Zhang 1, a, Chengyong Wang2, b ,Jin Wu3, c School of Resources and Civil Engineering University of Science and Technology Liaoning,Anshan, China,114051 aztz93j@126.com, bshujiao1002@163.com, c1084317736@qq.com Keywords: Foundry waste sand, Slag, Environmental pollution, Investigation and analysis Abstract.
In this paper, the investigation and analysis of the foundry waste sand and slag have been carried on about the research and application in the engineering construction, which provide reference and basis for the application of foundry waste sand and slag in the engineering. 1.
At present, foundry waste sand and slag in engineering construction of research and application present situation?
Weixin Yi who comes from Shan Xi University has research the building mortar with the fly and pulverized coal slag as the main raw material, which can be widely used in civil engineering, the studies have shown that the frost resistance, bond strength, shrinkage and radioactivity of the building mortar satisfy the standards of building mortar and building materials[7].
[J].Chinese Journal of Environmental Engineering. (2009)11:1931-1937 [2] Wu Jing-feng, Yu Yong-lai, Ma Shun-long, Gao Jie.

The In-Plane Buckling of Elastic Support Circular Arches Considering the Geometrical Imperfections Zhuangpeng Yi 1,a, Lianhua Wang 2 ,b and Guangya Tu 3,c 1School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha 410004.
China; 2College of Civil Engineering, Hunan University, Changsha 410082.
China 3School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha 410004.
Introduction Arch structures are widely used in civil engineering, mechanical engineering and aerospace Engineering because of its good mechanical properties, which was extensively studied by both domestic and foreign researchers [1-6].
Engineering Mechanics, 2007, 24(1): 147-152 [3] F Xi, J L Yang.

Landslide Simulation Using Limit Equilibrium And Finite Element Method Zuhayr Md Ghazaly1,a, Mustaqqim Abdul Rahim1,b, Kok Alfred Chee Jee1,c, Nur Fitriah Isa2,d, Liyana Ahmad Sofri2,e 1Department of Civil Engineering, School of Environmental Engineering, Universiti Malaysia Perlis, 02600 Arau, Perlis, Malaysia. 2Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis, 02100 Padang Besar, Perlis, Malaysia.
Slope stability analysis is one of the ancient tasks in the geotechnical engineering.
'Slope Stability Evaluations by Limit Equilibrium and Finite Element Methods Applied to a Railway in the Moroccan Rif', Journal of Civil Engineering, vol. 2, pp.27–32
Stability Modeling with SLOPE / W An Engineering Methodology.
'Use of Graphical Technique for Stability Analysis of Embankment', IOSR Journal of Mechanical and Civil Engineering, vol. 3, no. 5, pp.1–10.

The Design and Development of the Aerodynamic Engineering Prediction Software for Aircrafts LIANG Di a, Tang Sheng-jing b School of Aerospace Engineering, Beijing Institute of Technology, Beijing 100081, China a492346605@qq.com, btangsj@bit.edu.cn Keywords: aerodynamic calculation; aerodynamic engineering prediction; software design and development Abstract.
However, traditional aerodynamic engineering prediction causes heavy computation and is time-consuming.
For these reasons, the aerodynamic engineering prediction method has been widely used in the preliminary design stage of aircrafts [1].
Conclusions We design and develop the software based on the aerodynamic engineering prediction method for aircrafts.
The design and development of the aerodynamic engineering prediction software for civil airplanes [J].

Preface This special edition presents results of recent research and technological developments across diverse areas of materials science and engineering, addressing both advanced functional materials and environmental and civil engineering applications.
Chapter 2: Composites presents advances in composite materials, emphasising properties analysis, processing, and features of use in engineering solutions.
Chapter 3: Materials and Techniques in Civil Engineering examines innovative materials and construction methods designed to enhance the exploitation performance, durability, and sustainability of infrastructure.
This special edition is designed as a valuable resource for researchers, engineers, and students seeking insight into the current challenges and innovations in materials science and engineering.