Search results

Mechanical and Fatigue Performance Tests of Cast Aluminum Alloy ZL111 Adopted in Structure Yuanqing Wanga, Huanxin Yuanb and Yongjiu Shic Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China aemail: wang-yq@tsinghua.edu.cn, bemail: yuanhuanxin@126.com, cemail: shiyj@tsinghua.edu.cn Keywords: ZL111-T6; Tensile test; Fatigue performance; Fracture morphology Abstract: Characteristics of aluminum alloys such as light weight, high strength-to-weight ratio and favorable corrosion resistance have brought about a bright application prospect in building structures.
(3) Cast aluminum alloy ZL111-T6 holds some obvious advantages such as remarkable castability, fine mechanical and fatigue performance which could spread its application in structural engineering, and the nonexistence of brittle fracture at low temperature could adapt itself to cryogenic environment

Prediction of Steel Bar Corrosion of RC Members Deteriorated by Pre-existed Chloride and Concrete Carbonation XUE Xin1, a, XIONG Wen1,b, Wang Huichao1,c and SHEN Congzhou1,d 1School of Architecture and Civil Engineering, Xiamen University, Xiamen City, China axuexin@xmu.edu.cn, b313697620xw@sina.com, chcwang0815@gmail.com, dalexming111@gmail.com Keywords: Combined action, pre-existed chloride, carbonation, corrosion state, steel bars.
Wu: Engineering Mechanics Vol.27 (2010), p. 212 [5] S.
Tanimura: Proceedings of the Japan Concrete Institute Vol. 32 (2010), P. 1423 [12] JSCE: Concrete technology series, No.71: Structural performance of concrete structure containing deteriorated materials (Japan Society of Civil Engineers, Japan 2006)

Wahab3,c 1,2,3 Department of Aeronautical Engineering, Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia, Malaysia anmariani@uthm.edu.my, bfahmi@uthm.edu.my, cabas@uthm.edu.my Keywords: direct operating cost (DOC), aircraft emission, engine noise, environmental charges Abstract.
Hence, the economic model was modeled using data available from the published data [3], as well as by making educated engineering assumptions where necessary.
[5] CASA, “Annex B Proposed Civil Aviation Advisory Publication – CAAP 208-1(0) – Cabin Crew Ratios,” 2010
Rhodes, Civil Jet Aircraft Design.

Development of a Model to Predict Pavement Temperature for Ghat Region in Libya Hassan Awadat Salem1,a, Djordje Uzelac2,b, Zagorka Lozanov Crvenkovic3,c 1Department of Civil Engineering, Novi Sad University,Serbia2Department of Civil Engineering, Novi Sad University,Serbia 3Department of Mathematics and Informatics , Faculty of Sciences, Novi Sad University a has712002@yahoo.co.uk, b uzelac.djordje@gmail.com, c zlc@dmi.uns.ac.rs Keywords: Pavement temperature, SHRP, LTTP, Asphalt concrete, Ghat Abstract.
The Strategic Highway Research Program (SHRP) established the Long Term Pavement Monitoring Program (LTPP) program in 1987 to support a broad range of pavement performance analyses leading to improved engineering tools to design, construct, and manage pavements (1).

Journal of Transportation Engineering, Vol. 122, No. 6. (1996) [4] Jeonga Ha, Jaehwa Park, Seonghyeon Kim: Missing Data Imputation Using Permanent Traffic Counts on National Highways, Journal of Korean Society of Transportation, v.25, no.1, 121-132. (2007) [5] Juhyun Kim, Myeongsic Do, Jaeeun Jeong: Grouping method on functional classification for national highway, Journal of Korean Society of Transportation, v.20, no.5, 131-144. (2002) [6] Kyungwon Park, Sunghan Lim: Estimating Annual Average Daily Traffic For Short-term Traffic Monitoring Sites, Conference of Korean Society of Civil Engineers (2012), p. 2199 [7] Leng Y, and Sharma S: Seasonal Traffic Counts For a Precise Estimation of AADT, ITE Journal, Vol. 64, Issue 9. (1994) [8] Sunghan Lim, Jusam Oh: A Study on Deriving of Adjustment Factor to Estimate AADT, Journal of Korean Society of Civil Engineers, Vol.24, No. 1D. (2004) [9] Seungjae Lee, Namcheol Baik and Heejung Gaun: A study on the estimation of AADT by short-term traffic

Analysis of seismic vulnerability - Case of buildings of high seismic hazard Abdelheq Guettiche 1, Mostefa Mimoune2 1Civil Engineering Department University Mentouri Constantine, algeria 2 Civil Engineering Department University Mentouri Constantine, algeria guettiche_a@hotmail.com1, mmimoune@gmail.com2 Keywords: Earthquake hazard; Seismic vulnerability; Constantine city; damage.
Houari :.response spectrum in the east of Algeria, asian journal of civil engineering (building and housing) vol. 13, no.1.

Chemical, Mechanical, and Durability of Composites Developed from Aluminum Slag Motlatso Tladi1,a, Tebogo Mashifana1,b,* 1University of Johannesburg, Department of Chemical Engineering, P.O.
However, because aluminium is a need in our daily lives, careful processing and beneficiating it for different applications related to civil and building would reduce the environmental risk.
Due to the high compressive strengths, the environmentally friendly composites developed may be used for civil and building applications.
[3] Dai, C. (2012) 'Development of Aluminium Dross-Based Material for Engineering Applications by Submitted to the Faculty Of the Degree of Master of Science in Material Science and Engineering January 2012 Approved: Prof.

Dependence of the shape of the temperature field around basement structures on the properties of surrounding soils Petr Kacálek1,a, Jan Plachý2,b, Radim Smolka 3,c, Tomáš Petříček 4,d 1,3,4 Brno University of Technology, Faculty of Civil Engineering, Institute of Building Structures, Veveří 95, 602 00 Brno, Czech Republic 2 Institute of Technology and Business in České Budějovice, Czech Republic akacalek.p@fce.vutbr.cz, bplachy@mail.vstecb.cz, csmolka.r@fce.vutbr.cz, dpetricek.t@fce.vutbr.cz Keywords: temperature fields, soils, energy performance, climatic data, building, basement structures.
Evaluation of the measurements An engineering-geological survey was carried out at the site prior to the start of the experimental measurements.
Juniorstav 2006. 25. 1. 2006, Collective of authors, Brno: University of Technology, Faculty of Civil Engineering, Academic publishing CERM, Brno, January 2006, ISBN 80-214-3107-5

Zain1,b 1Department of Civil and Structural Engineering, Universiti Kebangsaan Malaysia (UKM), Selengor, Malaysia areza_civil128@yahoo.com, bfauzi@vlsi.eng.ukm.my Keywords: Slag, Slag-cement, Strength of sustainable concrete Abstract.
GBFS is commonly used in concrete because it improves durability and reduces porosity; improve the interface with the aggregate; lower cement requirement; save energy; and good performance as well as better engineering properties [9].
The authors also would like to special thank to Universiti Kebangsaan Malaysia, Ministry of Science, Technology and Innovation; Fundamental Research Grant Scheme, FRGS, and Department of Civil and Structural Engineering of for the allocation of research grant.

Flexural Fatigue Performance of RC Beams Strengthened with Hybrid Fiber Sheets Xujun Chen1, a, Xiaoe Zhu1,b , Zhong Yang1,c , Muxiang Dai1,d 1 College of Civil Engineering and Urban Construction,Jiujiang University,China acxuj98152@163.com, bzhuxiaoe@126.com, cyangqiaohappy@sina.com, dannaka@sohu.com Keywords: Hybrid fiber sheets; basalt fiber sheets; reinforced concrete beam; fatigue behavior Abstract.
Journal of Zhengzhou University (Engineering Science) 2009;6(2):61-65( in Chinese) [7] Gang Wu,Dongsheng Gu,Zhishen Wu,Jianbiao Jiang.
Study on fatigue performance of reinforced concrete beams strengthened with BFRP sheet.Journal of Huaqiao University( Natural Science) 2010;31(4):443-447( in Chinese) [9] Department of Civil Engineering,Taiyuan Institute of Technology.Research on calculation method of fatigue strength of RC flexural components//Reinforced concrete structures research reports anthology(2).Beijing:China architecture & building press,1981,235-254( in Chinese) [10] Zhenhai Guo, Xudong Shi.Reinforced concrete theory and analyse.Beijing:Tsinghua university press,2006.( in Chinese)