Search results

Turvey 1, a 1 Engineering Department, Lancaster University, Bailrigg, Lancaster, LA1 4YR, UK a g.turvey@lancaster.ac.uk Keywords: Bonded joints, beam bending, PFRP material.
The first is greater awareness amongst the civil and structural engineering design community of the potential of PFRPs, especially their positive attributes of low self-weight and high corrosion resistance.
Echegut, who carried out the test work under the author's direction during an eight-week Summer Internship in the Engineering Department.
The assistance of the Engineering Department's Technician Staff with the experimental work is also acknowledged.

These properties make titanium and its alloys wide application foreground in national defense and civil industriesP [1-4]P.
HMaterials Science and Engineering AH Vol. 418(2006) , p. 25
Beckman: Material Science and Engineering A Vol. 192 (1995), p. 597
Advanced Engineering Materials Vol. 4(2002), p. 133
Jones:Materials Science and Engineering A Vol. 304( 2001), p.11

Series A, Mathematical, physical, and engineering sciences, vol. 365, no. 1851, pp. 303-15, Feb. 2007
Rytter, “Vibration Based Inspection of Civil Engineering Structures,” Aalborg University, Denmark, 1993
Series A, Mathematical, physical, and engineering sciences, vol. 365, no. 1851, pp. 411-48, Feb. 2007
Fritzen, “Vibration - Based Structural Health Monitoring - Concepts and Applications,” Key Engineering Materials, vol. 293-294, pp. 3-20, 2005

Demonstrative Study of the Ecological Post-quake Reconstruction of Dwellings in Poor Rural Regions of China Jun MU1, a, Tiegang ZHOU2,b 1 College of Architecture, Xi’an University of Architecture and Technology, Xi’an, China 2 College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China a mujunmail@163.com, b zhoutiegangcn@126.com Keywords: earthquake, rammed-earth, southwestern China, village rebuild, ecological architecture Abstract: After the earthquake in Sichuan of China in 2008, price increase of conventional materials, poor conditions in transportation and resources and low levels of economy and technology are the main challenges faced by villagers’ home rebuilding.
Earthquake Resistant Engineering and Retrofitting (2008) [2] JIN-JIE, Z. & JIA-PING, S: Experimental study on seismic performance and shear behavior of rammed-earth wall.
World Earthquake Engineering, 02 (2006) [3] Tiegang Z, Jun MU, Hua YANG: Application and practice of a new earthquake resistance rammed earth dwelling in the post-disaster reconstruction.
World Earthquake Engineering, 26, 145-150 (2010) [4] SONG, Z. & SITU, B in: Xinan min jian gu shi, Taibei, Dong fang wen hua shu ju (1976) [5] WALKER, P., KEABLE, R., MARTIN, J. & MANIATIDIS, V in: Rammed earth: design and construction guidelines, BRE Bookshop (2005) [6] Information on http://www.edsl.net/

Effect of Rice Straw Amount Portion on Physical Properties of Adding Admixtures Hollow Block Jun Liu1, a, Honghong Zhou2,b and Bing Zhang3,c 1School of materials science and engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China 2School of materials science and engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China 3School of materials science and engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China aliujun2699@126.com, bzhouhonghong0501@163.com, chabbylaw@163.com Keywords: Rice Straw, Amount Portion, Hollow Block.
Journal of Jilin Architecture and Civil Engineering Institute, vol. 22 (2005), p.1

Corrosion Resistance Performance Of Ethylamines In Fly Ash Blended Cement Concrete Dr.V.Rajkumar Associate Professor in Civil Engineering, Government College of Engineering, Salem-636011, Tamilnadu, India.
Fly ash is an industrial byproduct that has refocused and rekindled the interests of scientists and engineers on the material and structural implications of incorporating it as an essential cementitious component of concrete[7].
National Association of Corrosion Engineers defines inhibitors as substances which can retard the rate and extent of corrosion when added to a corroding environment in small concentrations.

Research on the Characteristics of Wind Load on L-Shape High-Rising Building Jianguo ZHANGa and Huimin ZHUANGb Department of Civil Engineering, Xiamen University, Xiamen, Fujian, 361005 aZjianguo@xmu.edu.cn, bZhuang_Xmu@163.com Keywords: High-rising building; Wind direction; Shape coefficient; Base moment; Amplitude characteristics; Frequency-domain characteristics.
Considering that when an L-shape high-rising building is structurally designed, there may be two composition forms, namely integrated-type and separated-type(combined by two rectangles), this paper analyzes the amplitude and frequency-domain characteristics of the base moment of the above two types, which can serve as reference for the wind load value in the practical engineering.
Journal of Structural Engineering, (2000), 126(8): 989-992
Journal of Structural Engineering, (2001), 127(2): 168-175

Introduction The structural design of industrial boilers differs from other civil structures both in conceptual configuration and detail solution.
Buckle, “Cyclic behavior of shear links of various grades of plate steel”, Journal of Structural Engineering, Vol. 136, No. 4, 2010, pp. 370-378
Kanicky, “The Probabilistic Approach to Modification of Seismic Linear Response Spectra”, Lecture Notes in Electrical Engineering, Vol. 141, 2012, pp. 365-371
Kruis, “Fuzzy Dynamic Structural Analysis of Two-dimensional frame”, Structural Engineering and Mechanics, Vol. 25, No. 2, 2007, pp. 147-160
Fischer, “Non-stationary Random Seismic Response Solved Using Generalized Correlation Method”, Advances in Earthquake Engineering, Vol. 2, 1996, pp. 269-278.

Measurement and Calibration of the Parameters of Hypoplasticity Model for an Iraqi Soil Aysar Hassan Subair1,a*, Ala Nasir Aljorany2,b* 1,2Department of Civil Engineering, University of Baghdad, Baghdad, Iraq a*aysarhassan@gmail.com, b*alaljorany@gmail.com Keywords: Hypoplasticity, strain softening, model parameters, parameters calibration, Iraqi soil.
Ng, Numerical simulation of strain softening behavior at pile-soil interface, Numerical method in geotechnical engineering. (2014)
[5]American society of testing and materials (ASTM), Standard test method for classification of soils for engineering purposes (Unified Soil Classification System), ASTM D2487-06, West Conshohocken, Pennsylvania, USA. (2006)
Sejnoha, Calibration of hypoplastic models for soils, 21st International conference engineering mechanics. 82 (2015)

Proposal of pulverization method based on grinding process in order to recycle FRP waste Haruhisa Sakamoto1, a, Shogo Nabata1 and Shinji Shimizu1,b 1 Department of Mechanical Engineering, Sophia University 7-1, Kioi-cho, Chiyoda-ku, Tokyo, 102-8554, Japan a h-sakamo@sophia.ac.jp, b s_simizu@sophia.ac.jp Keywords: FRP waste, recycling, pulverization method, grinding process, size distribution, image processing, suspension ability.
Walter: Application of Minimum Quantity Cooling Lubrication Technology in Cutting Process, Production Engineering, Vol. 2, No. 1 (1994), pp. 49-54
Stockton: Composite Material for Civil Engineering Structures, (Dept of the Army, Washington, DC., 1997), Chap.6, pp.1-8
Wataria: Dispersion of nano- and submicron-sized Al2O3 particles by wet-jet milling method, Materials Science and Engineering: B, Vol.148, No.1-3, (2008), pp.192-195