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Study on Static Strength of Circular Hollow Section (CHS) T-joint Reinforced with FRP Cheng Chen a, Yongbo Shao b*, Jie Yangc School of Civil Engineering, Yantai University, Yantai, china, 264005 achencheng72033@sina.com, b*cybshao@ytu.edu.cn, cyangjie19871206@126.com Key words: Circular hollow section; tubular T-joint; FRP; static strength; parametric analysis Abstract.
Static strength of T-joints reinforced with doubler or collar plates-part I: experimental investigations, Journal of Structural Engineering, ASCE, Vol. 131, No.1(2005), p. 119-128
Fatigue behaviour of internally ring-stiffened welded steel tubular joints, Journal of Structural Engineering, ASCE, Vol. 126, No. 7(2000), p. 809-815

Maslow’s Theory of Motivation - Hierarchy of Needs: Results from construction operational workers in São Paulo city, Brazil Pereira Valdir Moraes1,2a, Campos Gisleine Coelho de1,b , Camarini Gladis2,c 1Faculty of Engineering and Technology, Anhembi Morumbi University.
São Paulo, SP, Brazil, Casa do Ator St., 275, Vila Olímpia, CEP 04546-001 2School of Civil Engineering, Arquichecture and Urban Design, University of Campinas.
Journal of Construction Engineering and Management. vol. 112, nº 1, pp. 137-151, 1986

Numerical simulation of mixed-mode crack induced failure of steel plate strengthened concrete beam Xu Chang1, a, Anzhi Yan1, b and Chunan Tang 2, c 1College of Civil Engineering, Henan Polytechnic University, Jiaozuo City, Henan Province, 454000, People’s Republic of China 2The State Key Lab of Coastal and Offshore Engineering, Dalian University of Technology, Dalian City, Liaoning Province, 116024, People’s Republic of Chinay achangxu815@163.com, byanzhi@hpu.edu.cn, ctca@yahoo.cn Keywords: Numerical simulation; Concrete beam; Mixed-mode crack; Interfacial debonding.
Its internal structure is entirely different from that of other engineering materials.

Synthesis and Characterization of Mg-Al Layered Double Hydroxide Wanzhong Yin a, Qi Tan b, Lei Liu c, and Xiaoli Li d College of Resources and Civil Engineering, Northeastern University, Box 265, 3# Wenhua Road, Shenyang, Liaoning Province, P.R.China. 110819 ayinwanzhong@mail.neu.edu.cn, btanqibaby@163.com, cliulei_9910@163.com, ruoyelizi@163.com Keywords: Layered double hydroxide.Brucite.
LDHs are widely used in the fields of chemical engineering, materials engineering, environmental protection, medicine, and so forth, owing to its unique capability of adsorbability, ion exchange and thermal stability.

Numerical Simulation of Internal Fire whirls in an Inclined Shaft Yan Huo1, a, Ye Gao1, b, Dexiang Huang1,c 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China ahuoyan205@hotmail.com, bgaoye2000@hotmail.com, chdx1990_hrbu@163.com Keywords: Inclined shaft; fire whirls; Thermal flow field.
ASME/JSME 2011 8th Thermal Engineering Joint Conference (AJTEC2011)

Shoaibf Civil Engineering, University of Engineering & Technology Peshawar aazmat_mehsood@yahoo.com, b shah_civil2003@yahoo.com, cchairciv@nwfpuet.edu.pk, damjad_naseer@yahoo.com, eengineerashraf@yahoo.com, fengrshoaib85@gmail.com Key words: Unconfined masonry structures, Compression strength, Diagonal compression strength, Wire mesh, Base shear and Vulnerability.
The enormous loses inflected by the October 8, 2005 earthquake in Northern Areas of Pakistan were mainly due to the fact that in the absence of seismic building code, most of the buildings were non-engineered, designed for gravity loads only [1,2].

Method to Determine Reaction Degrees of Portland Cement and Fly Ash in Complex Pastes XU Li-wei 1, a 1 Department of Civil Engineering,Fujian University of Technology,Fuzhou,Fujian 350007,China; axlwpub2@163.com Keywords: Portland cement; Fly ash; Hydration degree Abstract.
JOURNAL OF RAILWAY SCIENCE AND ENGINEERING.2005,2(1):19-24
Journal of Zhejiang University(Engineering Science).2006,40(9):1583-1586.

Analysis of bond performance is the basis of concrete performance, so in engineering practice and theory are of great significance.
The bond-anchorage behavior between steel and shale ceramsite concrete is the basis of its engineering applications.
Master's thesis, Harbin Architecture and Civil Engineering，(1991)

Engineering practice has proved that, steel truss bridge has been very extensive used and researched in our construction of railway bridges because of it’s advantages such as large capacity, light weight, easy to factory production, installation fast and easy to repair and so on[1].
[2] Guangfu Li and Liancheng Zhou: Journal of Shenyang Architectural and Civil Engineering University Vol. 16(2) (2000), p. 99．In Chinese [3] Republic of China Ministry of Railways: Railway bridge test specification (China Railway Publications, Beijing 2004)
[4] Information on http://cn.midasuser.com [5] Shijiazhuang Railway Institute of Engineering Structure Testing Center: Shuohuang Railway 64m steel truss bridge inspection report (Shijiazhuang 2008).

School of Civil Engineering and Architecture, Changsha University of Science and Technology．Changsha 410004, China 2.
China Machinery International Engineering Design & Research Institute Co.Ltd.
Journal of Structural Engineering, ASCE, 1998,124(8):1761-1784.