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The Research on Modified Park-Ang Damage Model Based On Effective Energy Dissipation Guo Fu1, a, Boquan Liu1,b 1School of civil engineering, Chang’an university, Xi’an 710061, P.R.
Journal of Structural Engineering, Journal of Structural Engineering, ASCE, 1985, 111(4):722~39
China Civil Engineering Journal, 2010,43 (12):1-6
China Civil Engineering Journal, 2004,37(11):41-9

Influence of Sodium Hydroxide Grade on the Strength of Fly Ash-Based Geopolymer Cement Teewara Suwan1,a, Boontarika Paphawasit2,b,*, Peerapong Jitsangiam1,c and Prinya Chindaprasirt3,d 1Center of Excellence in Natural Disaster Management (CENDIM), Department of Civil Engineering, Faculty of Engineering, Chiang Mai University, Thailand 2Moderm Management and Information Technology Program (MMIT), College of Arts, Media and Technology, Chiang Mai University, Thailand 3Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Thailand ateewara.s@cmu.ac.th, b*paphawasit@gmail.com, cpeerapong@eng.cmu.ac.th and dprinya@kku.ac.th Keywords: Alkaline grade, Compressive strength, Fly ash, Geopolymer cement, Industrial NaOH grade, Laboratory NaOH grade Abstract.
The challenges of this work are not only to push geopolymer production to the real world with economic acceptance, but also to persuade Civil and construction societies getting involve in this green cementitious material, Geopolymer cement.
Acknowledgments Special thanks to Faculty of Engineering, Chiang Mai University, Thailand for all supports.

Experimental study on concrete under uniaxial and biaxial compression Minxia Zhang 1~2,a Ping Xu1,b Youkai Wang1,c Haibin Xu1,d 1The College of Civil Engineering of Henan Polytechnic University, Jiaozuo Henan, 454000 2 Geotechnical Research Institute, Hohai University, Nanjing 210098, China azmx@hpu.edu.cn, bxuping@hpu.edu.cn, cwanguk@hpu.edu.cn, d xhb1979878@hpu.edu.cn Keywords: concrete; uniaxial compression; biaxial compression; damage mechanism; mechanical characters.
As a result, stress characteristic of concrete under complex stress state has been particularly emphasized by engineering and mechanics for a long time.
Engineering Structures.
CHINA CIVIL ENGINEERING JOURNAL.
CHINA CIVIL ENGINEERING JOURNAL.

Analysis of Load-Carrying Capacity of Thin-Walled Closed Beams with Different Slenderness Jan Valeš1,a* 1Brno University of Technology, Faculty of Civil Engineering, Department of Structural Mechanics, Veveří St. 95, ZIP 602 00, Brno, Czech Republic avales.j@fce.vutbr.cz Keywords: load-carrying capacity, initial curvature, random field, limit state, thin-walled beam, steel Abstract.
Engineering Structures 2011; 33(8): 2342–2349
Journal of Civil Engineering and Management 2012; 18(1): 81-90
Journal of Civil Engineering and Management 2009; 15(3):299–307
Procedia Engineering 2013; 57: 504-514.

Seko: Optimization and the dimensional analysis in structural engineering problems (2014) Advanced Materials Research.
Chizhov: Reconstruction of administrative buildings of the 70's: The possibility of energy modernization (2014) Journal of Applied Engineering Science/Istrazivanja i Projektovanja za Privredu. 1. pp. 37-44
[23] V.M Yakubson: Energy audit of buildings and industrial plants (2011) Magazine of Civil Engineering. 5. pp. 2.
(rus) [24] V.M Yakubson: Energy efficiency of buildings and structures: practical steps (2013) Magazine of Civil Engineering, 6 (41). pp. 5-6.
Petersburg in energy saving and energy efficiency (2010) Magazine of Civil Engineering, 1, pp. 5-6.

The Basic Framework of Management Information System In construction projects, activities are typically divided into functional areas, which are performed by different disciplines (e.g. architects, engineers, and contractors) and that therefore operate independently.
The establishment of service established service committee should be in the spirit of market-oriented operation, for civil liability independently.
In addition, the code on the system includes: code design, engineering, coding, engineering, flow encoding for discussion, which focus on the development of the use of ASP technology for system development.
Abdul-Rahman, The Management and Cost of Quality for Civil Engineering Projects, Ph.D.
Graves, The cost of quality failures in major civil engineering projects, International Journal of Quality and Reliability Management 17 (4/5), 2000, pp. 479-492

A Pseudo-space Model of Steel Staggered Truss System Xiaojuan Li1,2, a 1Department of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang, 312000, China 2Geotechnical Research Institute, Hohai University, Nanjing, Jiangsu, 210098, China axjlmeeting@163.com Keywords: Pseudo-space model, Modal analysis, Pushover analysis, Stress mechanism.
Engineering Structures, Vol.30 (2008), p. 3793-3807
China Civil Engineering Journal, Vol.35 (2002), p. 12-16, in Chinese
Structural Engineering and Mechanics, Vol. 25 (2007), p. 53-73.

The variation of the stress intensity factor of Welded Flange-Bloted Wed Connection Yuping Sun1, a, Zunli Teng2,b 1 School of Civil Engineering Lanzhou University of Technology, Lanzhou, China,730050 2 School of Civil Engineering Lanzhou University of Technology, Lanzhou, China,730050 ahhyy707@yahho.com.cn, btengzunli@126.com, Keywords: welded flange-bolted wed connection, fracture toughness, artificial crack, stress intensity factor.
[3] Ding Lin,Liu Hongbo: Key Engineering Materials Vols.385-387(2008),p.525-528
[4] Liu Hongbo, Zhai Changhai, Shao Yongsong,Xie Lili:Key Engineering Materials Vols. 324-325 (2006), p.1007-1010

Consolidation Theory for Composite Ground with Granular Columns Based on Different Calculation Models Yuguo Zhang1,a,Yadong Bian1,b, Kanghe Xie2,c 1Department of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, China 2Institute of Geotechnical Engineering, Zhejiang University, Hangzhou, China azygcumt@sina.com, bmobcoco@sina.com, czdkhxie@zju.edu.cn Key words: Consolidation, composite ground with granular columns, non-uniform distribution of initial excess pore water pressure, radial and vertical flow, analytical solution Abstract.
Transactions of the American Society of Civil Engineers ASCE, 113(1948). p. 718-754
Journal of Zhejiang University (Engineering Science), 42(11)(2008). p. 1996-2001.

Advanced Design for the Bolted Clip-Angle Connection Jong Wan Hu1,a ,Jae Wan Kim2,b 1Assistant Professor, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea (Corresponding Author) 2Masters Course, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea a jongp24@incheon.ac.kr, b jjang123654@nate.com Keyword: Clip-Angle Connection, Bolts, Load and Resistance Factored Design (LRFD), Components Abstract.
The main purpose of this study is to present design concept, equations, and step-by-step procedures through design examples to structural engineers.
Design results of the clip-angle connection Conclusion The primary goals of this study are to presents new design methodology for engineers.