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Study and Application of China’s Freeze-thaw Action Spectrums for Life-cycle Structure Design Chi Lin 1,a Jinping Ou 1,2,b 1School of Civil & Hydraulic Engineering, Dalian University of Technology, Dalian, China 2 School of Civil Engineering, Harbin Institute of Technology, Harbin, China alinchi@tsinghua.org.cn, boujinping@dlut.edu.cn Key words: Freeze-thaw action, Half normal distribution, Life prediction, life cycle.
Research Report on the Discipline Development Strategy (2006-2010): Construction, Environment and Civil Engineering II.
Standard of China Civil Engineering Society, 2005.
Procedia Engineering, Vol. 2 (2010), p.521-529
Journal of Hydraulic Engineering, (1999) No.1, p.41-49.

The Application Research on Three-Dimensional GPR Image Used in Grouting Effect Evaluation of Subgrade Void Yongqing Yang1,a 1College of Civil and Transportation Engineering, Hohai University, No.1 Xikang Road, Nanjing, Jiangsu. 210098, China.
I express my gratitude to harbor laboratory and civil engineering laboratory.
Harbor laboratory provides GSSI radar system and civil engineering laboratory supplies assistant measuring tools.
Journal of Geophysics and Engineering, 4(2007), p.253–261
Dissertation, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana Illinois. (2011), p.28-46

Use of Municipal Solid Waste Incineration Bottom Ash and Rice Husk Ash as Blended Cement Roshazita CHE AMAT1,2,3,a*, Khairul Nizar ISMAIL1,b, Norlia MOHAMAD IBRAHIM1,2,3,c, Rohaya ABDUL MALEK4,d and Khairel Rafezi AHMAD4,e 1Faculty of Civil Engineering Technology, Universiti Malaysia Perlis, 02600 Arau, Perlis, Malaysia 2Center of Excellence Geopolymer and Green Technology, Faculty of Chemical Engineering Technology, Universiti Malaysia Perlis, Kompleks Pusat Pengajian Jejawi 2, 02600 Arau, Perlis, Malaysia 3Sustainable Environment Research Group (SERG), Center of Excellence Geopolymer and Green Technology, Faculty of Civil Engineering Technology, Universiti Malaysia Perlis, Kompleks Pengajian Jejawi 2, 02600 Arau, Perlis, Malaysia. 4Faculty of Chemical Engineering Technology, Universiti Malaysia Perlis, 02600 Arau, Perlis, Malaysia.
Advanced in Civil Engineering, Volume 2 (2018) 3-6
Mohammed Sutan, Effect of PFA on compressive strength and water absorption of mortars, UNIMAS e-journal of Civil Engineering. 2 (2011) 7-11

AXIAL – BENDING INTERACTION DIAGRAMS OF REINFORCED CONCRETE COLUMNS EXPOSED TO CHLORIDE ATTACK GIUSEPPE CARLO MARANO1*, RITA GRECO2 1DICAR, Department of civil Engineering and Architecture, Technical University of Bari via Orabona 4 - 70125, Bari -Italy 2DICATECH, Department of Civil Engineering, Environmental, Territory, Building and Chemical, Technical University of Bari, via Orabona 4 - 70125, Bari –Italy 1giuseppecarlo.marano@poliba.it, 2rita.greco@poliba.it Keywords: concrete structures, diffusion coefficient, marine environment, pitting corrosion, surface chloride concentration, strength deterioration.
[5] VAL, D.V., MELCHERS, R.E., “Reliability of deteriorating RC slab bridges”, Journal of Structural Engineering, Vol.123, No. 12, 2000, pp.313–333
[10] JAPAN SOCIETY OF CIVIL ENGINEERING: Standard specifications for concrete structures- Materials and construction, 2002
[13] MARANO GC, QUARANTA G, SGOBBA S, GRECO R, MEZZINA M., “Fuzzy reliability analysis of RC structures by using an improved time-dependent model of chloride ingress”, Structure and Infrastructure Engineering, Vol. 6, No. 1-2, 2010, pp. 205-223
Journal of Materials in Civil Engineering, Vol. 20, No. 9, 2008m pp. 578-587

Calculation of the interfacial tensile stress of CFST members under axial pressure Yonghui Huang1, a, Ronghui Wang2, b, Xiaofeng Huang2, c, 1 Guangzhou University-Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou 510006, PR China 2 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, PR China akunull@163.com, brhwang2002@163.com, cscutjluhxf@126.com Keywords: Interfacial tensile stress, concrete-filled steel tubes (CFST), stress distribution coefficient, practical formula Abstract: Based on plane strain theory, the formula for calculating the tensile stress on the interface between the steel tube and concrete under the axial pressure was derived, and the stress distribution coefficient K was analyzed.
Journal of Structural Engineering ASCE, Vol.125 (1999), p.477–84
Journal of Structural Engineering ASCE, Vol.128 (2002), p.309–18
Proceedings of International Conference on FRP Composites in Civil Engineering.
Journal of harbin university of civil engineering and architecture, Vol.33 (2000), p. 24-28, (in Chinese)

Survey on factors affecting impermeability of waterproof concrete Yijin Li 1, a, Yunli Gong 1, b and Jian Yin 1, 2,c 1 School of Civil Engineering, Central South University, Changsha, Hunan, China 2 Hunan Ming Jian Da Traffic Science and Technology Limited Corporation acsuhpc@163.com, b gongyunli_1985@126.com, c csuyj700930@163.com Key words: waterproof concrete; mix proportion; parameters; impermeability Abstract.
So the impermeability of waterproof concrete is very important for subway engineering.
For example, the Civil Society of Japan reports that water-cement ratio of different waterproof concrete should be between 0.45 and 0.55, while the maximum value is 0.6 in china.
According to an amount of engineering practices, the ideal sand ratio is suggestted between 0.36 and 0.38.
At present, binder-sand ratio between 1:2.0 and 1 : 2.5 is used in most of engineering practices.

Model Test of Cable-Stayed Bridge Damage Identification Engineering Profile and Test Model Engineering Profile.
Advanced in Civil Engineering and Architecture, 243-249 (2011) 1573-1577 [2] Muyu Liu, Wei Yuan, Research on safety assessment of long-span concrete-filled steel tubes arch bridge based on fuzzy-neural network.
China Civil Engineering Journal. 36 (2003) 79-82
Journal of Structural Engineering.
Journal of Civil, Architectural & Environmental Engineering, 34 (2012) 13-18.

A Study on the Improvement of Domestic Evacuation Safety Assessment through Case Analysis Su-Roh Park1, a*, Eun-Kyoung Hwang2,b 1Dept. of Architecture, Hanyang University 1Researcher, Korea Institute of Civil Engineering and Building Technology 2Research Fellow, Korea Institute of Civil Engineering and Building Technology aelijahsu@hanyang.ac.kr, bekhwang@kict.re.kr Keywords: Evacuation Design, Egress Safety, Building Law, Fire Safety Law Abstract Recently buildings have undergone many changes with more high-rise, larger and more complex structures being developed.
Literature Review Performance-based fire protection design is one engineering approach that performs a quantitative evaluation of alternative designs by using performance standards and engineering methods or techniques determined to be effective in fire risk assessment.
Acknowledgements This study was made possible by financial support from part of results a major research project conducted by the Korea Institute of Civil Engineering and Building Technology in 2014.
Project No.: 2014-0162-1-1 References [1] Se-Myeong Lee, A study on the engineering analysis techniques of architectural elements for evacuation safety assessment, (2012), Ph.D.

Damage Identification of Beam Structures Based on Genetic Algorithm and Sensitivity Analysis Tian-li Huang , Wei-xin Ren School of Civil Engineering & Architecture,Central South University,Changsha, Hunan 410075, P.
Introduction In order to ensure structural safety and durability of civil infrastructures, it’s necessary to install the structural health monitoring (SHM) system.
Journal of Computing in Civil Engineering, ASCE, 16 (3): 222-229
Journal of Structural Engineering, ASCE, 132(9): 1491-1501
Journal of Engineering Mechanics, ASCE, 126(6): 656-660.

Jan Zatloukal, Ph.D.2,b 1 Experimental Centre, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 16629, Prague, Czech Republic 2 Experimental Centre, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 16629, Prague, Czech Republic atomas.vavrinik@fsv.cvut.cz, bjan.zatloukal@fsv.cvut.cz Keywords: Concrete, Projectile Impact, Penetration Depth, Perforation, Scabbing, Spalling, Local damage, Fibers Abstract: This paper describes the projectile impact resistance of cement based composite slabs.
International Journal of Impact Engineering, 31 (2005) 825-841
Odolnost vysokohodnotného betonu proti nárazu projektilu [Resistance of high-performance concrete to projectile impact] (bachelor thesis), 2012, Czech Technical University in Prague, Faculty of Civil Engineering
Konvalinka: Development of Ultra High Performance Fiber Reinforced Concrete mixture, IEEE Symposium on Business, Engineering and Industrial Applications (ISBEIA), IEEE, 2012, 861-866
International Journal of Impact Engineering, 32 (2005) 224-284