Search results

Tap3,b 1PhD Candidate, Faculty of Civil Engineering, University Teknologi Malaysia, Johor, Malaysia 2 Assoc.
Dr.Department of Civil Engineering, Faculty of Civil Engineering, University Teknologi Malaysia, Johor, Malaysia 3Department of Mechanical Engineering, Faculty of Mechanical Engineering, University Teknologi Malaysia, Johor, Malaysia amp.rezaeian@yahoo.com, bmasine@fkm.utm.my Keywords: Safe house, shelter, tornado, In-fill wall, shear Wall Abstract.
“Nonlinear seismic behavior of RC frames with RC braces” Asian journal of civil engineering (building and housing) vol. 9, no. 6 (2008).pages 577-592
[10] ASCE 7-05, American Society of Civil Engineers, “Minimum Design Load for Buildings and Other Structures” section 2.4.1
[11] FEMA 361 “Design and Construction Guidance for Community Shelters” Section 3.2.2, Federal Emergency Management Agency July 2000 [12] ASCE 7-05, American Society of Civil Engineers, “Minimum Design Load for Buildings and Other Structures” section 6.5 (Method 2- Analytical procedure)

Matsebula2,b 1Coordinator of Engineering Mathematics & Engineering Statistics, 1,2Engineering Mathematics & Engineering Statistics, 1,2School of Engineering & the Built Environment, JEDS Campus, University of Namibia (UNAM) aashikonngo@unam.na, blmatsebula@unam.na Keywords: Smart grid, Optimization model, Sustainable energy, Multidisciplinary approach.
Thus, this study derives, an integrated mathematical optimization model for the development of a sustainable smart grid system that engages the interests of electrical, mechanical, metallurgical, civil, and control engineering disciplines.
Since, electrical engineering focuses on the efficient distribution and reliability of energy; mechanical engineering on the performance and longevity of turbines and power systems; metallurgical engineering on material durability and efficiency; and civil engineering on the infrastructure required to support the grid; and furthermore, control engineering contributes automated solutions for load balancing and the integration of renewable energy sources.
Civil engineering, on the other hand, addresses the infrastructure needed to support these components, including the development of resilient substations and transmission lines ([19]).
Control Engineering Practice, 94:64–73, 2019

Hamid Nikraz 2, b 1Researcher, Department of Civil Engineering, Curtin University of Technology, Perth, Australia; Tel: +61-413165961; Fax: +61 8 9266 2681 2Prof.
Hamid Nikraz, Head of the Department of Civil Engineering, Curtin University of Technology, Perth, Australia; Tel: +61 8 9266 7573; Fax: +61 8 9266 2681 a Email: amin.chegenizadeh@ curtin.edu.au, b Email: H.Nikraz@curtin.edu.au Keywords: Direct shear, Reinforced, Paper reinforcement, Clay Abstract.
Composite soils have been widely used in civil engineering applications, especially in slopes, embankment dam and landfills.
Ng. & Tang, C. (2006) Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil, Engineering Geology 87, 230– 240
Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 10, pp. 1-9

Acoustic emission (AE) techniques are extensively applied to a variety of fields including civil engineering.
Introduction AE techniques are extensively applied today to a variety of fields including civil engineering (Sagaidak, 1992; Sagaidak, 2000).

It is used for shape design applications in different domains: aerospace, automotive, manufacturing, civil engineering, architecture, medicine, etc.
INTRODUCTION The technique of Reverse Engineering offers methods for capturing information about physical models and transform into tri-dimensional data in a computer.
Today’s Reverse Engineering process basically includes two steps: 1) digitizing a physical part; 2) 3D modeling the part from the digitized data.
Producing an accurate 3D CAD model of a physical object has long been in the domain of reverse engineering contact acquisition devices.
This measurement technique, as well as other 3D scanning technology is used in many areas, such as surveying, civil and mechanical engineering, archaeology, historical artifacts documentation etc. [6].

Journal of Materials in Civil Engineering, 2008, 20(1): 85-91 [9] C.
Journal of Materials in Civil Engineering, 2011, 23(12): 1602-1608 [10] John A.
Journal of Materials in Civil Engineering,2013,25(1):39-44 [18] J. de Brito, F.
Journal of Materials in Civil Engineering, 2012, 24(8): 1034-1042 [22] A.K.
Computer-Aided Civil and Infrastructure Engineering, 2000, 15: 45–55

Minimum Weight Design of Pre Engineered Steel Structures using Built-up Sections and Cold Formed Sections Muhammad Umair Saleem1,a , Zahid Ahmad Siddiqi2,b, Hisham Qureshi3,c 1 University of Tokyo Japan, 4-6-1 Komaba, Meguro-ku, Tokyo, 153-8505, Japan 2 University of Engineering and Technology Lahore, Dept. of Civil Engineering, 54890, Pakistan 3 BlueScope Buildings Australia, Manchester Road (West), Auburn NSW 2144, Australia a mumair@iis.u-tokyo.ac.jp, bzasiddiq@uet.edu.pk, chisham.qureshi@bluescopesteel.com Keywords: Pre-engineered, minimum weight, built-up section, cold formed section Abstract.
This requirement developed the concept of Pre Engineered Building (PEB).
According to MBMA [3], 60% of residential buildings in USA are pre-engineered buildings.
Pre Engineered Steel Buildings A PEB structure could be either stand alone or combination of built up sections, hot rolled sections, cold formed elements, open web joits and ribbed profiled sheets.
Help Civil Engineering Publisher, Pakistan, 2012

Since there is no established standard in Peru, it was proposed to use the "JSCE-SF6" test method recommended by the Japanese Society of Civil Engineers and an analytical model to determine the shear strength of concrete with fibers.
Finally, the study proposes the use of concrete with polyolefin fibers in structures based on the findings obtained and thus defining the objective of this study, which is to improve our understanding of how the fibers used in testing for concrete shear stress using the modified Japanese Society of Civil Engineering (JSCE - SF6) tests.
Mate. 148 (2017) 833– 845. 10.1016/j.conbuildmat.2017.05.093 [5] Civil Engineering Committee of the Japanese Institute of Civil Engineers. (1991).
Japan Society of Civil Engineers, Tokyo, pp 52
Australasian Structural Engineering Conference.

But also widely used in high-rise, soaring, large-span, overloaded and earthquake resistant structure, civil engineering, energy engineering, ocean engineering, ocean transportation and some other new area.
And it is extended in long-span, large column-grid and bearing load of industrial and civil engineering, which appears the superiority of prestress.
It’s almost involved in all areas of civil engineering.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (51178205) , Youth Science and Technology Development Fund of Jilin Architectural and Civil Engineering Institute, Doctoral Scientific Research Fund of Jilin Architectural and Civil Engineering Institute and Jilin province science and technology development project(201201104).
ANSYS Civil Engineering Application Example.

The durability failure mechanism, durability failure type and durability failure mode were presented in the paper which is different from caviling engineering.
Therefore the life span of hydro structure was shorter than common civil engineering.
(9) Rust Model of Reinforcingbar The hydro structures concrete members are always outdoor where the humidity is high, sunlight is strong, concrete carbonize easily, and steel reinforcing bars rust more easily, where environment is different from those used in civil engineering.
Of course the corrosion protection is thicker than those used in civil engineering; the rust of steel reinforcing bars is very severe for the long-time working.
The calculating results are very close to the engineering practice.