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Li1,3,f 1School of Civil Engineering, Tongji University, Shanghai 200092, PR China 2Department of Civil Engineering, Aalborg University, 9000 Aalborg, Denmark 3State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, PR China a2010wfliu@tongji.edu.cn, bmts@civil.aau.dk, csoren.nielsen@civil.aau.dk, dpengyongbo@tongji.edu.cn, echenjb@tongji.tu.edu, flijie@tongji.tu.edu Keywords: Wave loads, physical modeling, Monte Carlo, PDEM.
Moreover applicability of the probability density evolution method on engineering problems faces critical difficulties when the system embeds too many random variables.
Yan, Modeling and simulation of fluctuating wind speeds using evolutionary phase spectrum, Probabilistic Engineering Mechanics 32 (0) (2013) 48 -- 55

Process Influences in the Wire Cutting of Concrete Berend Denkena1,a, Luis de Leon1,b Florian Seiffert1,c 1 Institute of Production Engineering and Machine Tools, Leibniz Universität Hannover, An der Universität 2, 30823 Garbsen, Germany a denkena@ifw.uni-hannover.de, bleon@ifw.uni-hannover.de cseiffert@ifw.uni-hannover.de Keywords: wire sawing, diamond tools, concrete Abstract.
Nowadays it is not only used in its traditional field of application (processing of natural stone) but also in the civil construction industry and for the destruction of metallic structures.
In order to extend the knowledge about the process it is one goal of the Institute of Production Engineering and Machine Tools (IFW) of the Leibniz Universität Hannover, Germany, to investigate the cutting mechanisms.
Because of its flexibility with regards to the work piece geometry and composition as well as the minor set-up time and required space for the machinery the use of diamond wire saws also increased significantly in the civil construction industry [4, 5].

Adewole Department of Civil Engineering, Ladoke Akintola University of Technology, Ogbomoso, Nigeria *Corresponding author.
USEP: Journal of Research in Civil Engineering, 13(2): 928-939
Methods of Test for Soils for Civil Engineering Practices, British Standard Institution: London, UK: 143
J Civil Eng JKUAT, 7:21–8
J Mater Civil Eng, 14(2):173–176.

Analysis of Impact Response of Sand Cushion for Rockfall by Distinct Element Method Takashi WATANABE 1, a, Hiroshi MASUYA 2,b, Akira SATOH 3,c and Sachio NAKAMURA 3,d 1 Kozo Keikaku Engineering Inc., Seismic & Environmental Engineering Department, Chuo 4-5-3, Nakano-ku, Tokyo, 164-0011, Japan 2 Kanazawa University, Institute of Science and Engineering, Faculty of Environmental Design, Kakuma-machi, Kanazawa, 920-1192, Japan 3 Nihon Samicon Co.
[2] Japan Railway Civil Engineering Association “Manual for preventive structures against rockFalls”, Japan Railway Civil Engineering Association, 1978
[3] Impact Committee of Japan Society of Civil Engineers: Practical methods for impact test and analysis, Japan Society of Civil Engineers, Structural Engineering Series 15, 2004
“Design method of structures under impact action by concept of performance based design”, Structural Engineering Technical Series No.52, Japan Society of Civil Engineers, 2007 [6] Masuya, H., Kajikawa, Y., “Numerical Analysis of the Collision Between a Falling Rock and a Cushion by Distinct Element Method”, Proc. of the Seventh Int.
“Development of numerical model combining distinct element and finite element methods and application to rock shed analysis”, Proceedings of Japan society of civil engineering, No.710/I, pp.113-128, 2002.

It can also reduce the amount of template and labor and speed up the construction schedule, therefore it is favored by civil engineers.
Precast concrete slabs, as the main structural components of PCS, become the focus problem of civil engineers and researchers.
Wang: Journal of Architecture and Civil Engineering, Vol.23-1 (2006), p.59-62
Liu: Journal of Architecture and Civil Engineering, Vol.25-4 (2008), p.88-92 [4] C C.
Liu: Jilin Architectural and Civil Engineering, 2010

Analysis and Prospect of Size Effect on Normal Section Bearing Capacity of Reinforced Concrete Column XIE Yongping1,a , JIA Lei1,2,b , Sun Gang3,c 1 Department of Exploration Technology and Engineering, Shijiazhuang University of Economics, Shijiazhuang 050031, China 2.School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China 3.Hebei Engineering and Technical college, Cangzhou 061001, China a.axypa@163.com,b.jialei1978@126.com,c.beifengchuiyan@163.com Keywords: reinforced concrete column, compressive strength, normal section bearing capacity, size effect Abstract.
With the development of modern constructional technique, more attention on the size effect is paid by academics and engineers.
Fig.3 The relation between and Fig.4 The relation between and Summary At present, the reinforced concrete column plays a very important role in civil engineering, with the increasing of component size, the largest capacity and seismic behavior more and more get the attention of acholars.
China Civil Engineering Journal.Vol, 15(1982), No.2, p.53 [7]B.L.Zhu, K.L.Zhang.
Journal of Engineering Mechanics, 1997, 123(2):l62-172; [13] Jin-Keun Kim,Seong-Tae Yi,Jang-Ho Jay Kim.effect of specimen sizes on flexural compressive strength of comcrete[J].ACI Structural Jouranl.2001,5:416-424.

International Journal of Civil and Structural Engineering Research 3(1) (2015) 57-60
Scrap Tire Based Lightweight Geomaterial for Civil Engineering Works.
British standard methods of test for soils for civil engineering purposes part 1–9.
Lecture Noted in Civil Engineering, vol 59.
The 2nd International Conference on Rehabilitation and Maintenance in Civil Engineering, Procedia Engineering 54 (2013) 817–826

Engineers use modern CAD systems (Autodesk Inventor, AutoCAD Civil 3D) during designing; they can design directly in 3D space; they can use the technology of the Building Information Modelling (BIM).
Fig. 1 shows DTM 3G in a Triangulated Irregular Network – TIN, which was created in special drawing software AutoCAD Civil 3D.
LIDAR for terrain and land surveying has made significant contributions to many environmental, engineering and civil applications and it has been used increasingly by the public and commercial sectors since the early 1990s [5].
Fig. 2 shows DTM 3G and DTM 5G displayed as a Triangulated Irregular Network – TIN, which was created in special drawing software AutoCAD Civil 3D.
From Autodesk Company was selected CAD system AutoCAD Civil 3D and data management system.

As the earthquake prediction is a global challenge, the seismic risk assessment has been the main measures of earthquake prevention and disaster reduction in civil engineering [1].
Finite Element Reliability Methods for Seismic Fragility Analysis of Civil Engineering Structures.
China Civil Engineering Journal, Vol. 37(2004), p. 47-51 (in Chinese)
Engineering Structures, Vol. 31(2009), p.125-137
Prepared by American Society Of Civil Engineers, Washington, D.C., (2000)

The conference was organized by Scientific Society for the Restoration of Buildings and Care of Monuments WTA CZ together with Klokner Institute and Faculty of Civil Engineering of the Czech Technical University in Prague.
Editor Michaela Kostelecká Committees Organized by: Scientific Society for the Restoration of Buildings and Care of Monuments WTACZ together with Klokner Institute of the Czech Technical University in Prague together with Faculty of Civil Engineering, Czech Technical University in Prague Chair of the Conference Assoc.