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An Automated Progress Tracking System for Industrial Facility Construction Projects Jaehyun Choi1, a, Kyusung Lee2, b 1,2,Dept. of Architectural Engineering, Korea University of Technology and Education, 1800, Chungjeol-ro, Byungcheon-myon, Dongnam-gu, Cheonan City, Chungnam Province 330-708, Korea ajay.choi@kut.ac.kr, bkslee24@kut.ac.kr Keywords: PMIS, Plant piping construction, Real-time progress tracking, Project milestone Abstract.
Industrial plant projects are complex facilities in that construction packages include various engineering disciplines such as civil, structural, architectural, mechanical, electrical, and automation.
To meet their increasingly complicated requirements, these industrial plant projects tend to be contracted in the form of EPC (engineering, procurement, construction) delivery method, that a single entity performs E-P-C process.
K., “A Case Study on Developing and Applying Web-Based PMIS System to SOC Project”, Journal of Korean Society of Civil Engineers, Vol.25(2) (2004), p.297-304 [6] Oh, I.

RESEARCH FOR PROJECT ON ADDING LAYER OF BUILDING Chunmei Zhang 1, a, Lijuan Liang 2, b, Chao Huang3, c 1Architecture and Civil Engineering School, Inner Mongolia University of Science and Technology, Baotou, 014010, P.R.China 2Shanghai jianke Engineering Consulting Co., Ltd.
Shanghai, 200032, P.R.China 3Architecture and Civil Engineering School, Inner Mongolia University of Science and Technology, Baotou, 014010, P.R.China ajpxt@163.com, blianglijuan@jkec.com.cn,c15058101880@163.com Key words: jacket frame; adding layer; between layers; truss, anti-earthquake Abstract: It is the initial problem to choose a reasonable layer-adding project in the layer-adding design for buildings.
[3] Reasonable Choice of Design Scheme for Reformation of Jacket Frame Structure [J].World Earthquake Engineering.(2007).

The Fractal Characteristic Analysis of Coal Pore Structure Based on Mercury Intrusion Porosimetry Nai Hao1, a, Yongliang Wang2, b, Lingtao Mao1, 3, Qing Liu1 1School of Mechanics & Civil Engineering, China University of Mining & Technology(Beijing);Beijing 100083, China 2Department of Civil Engineering, Tsinghua University; Beijing 100084, China 3State Key Laboratory of Coal Resources and Safe Mining, China University of Mining & Technology (Beijing); Beijing 100083, China aemail: haonai1986@163.com, bemail: wangyongliang10@mails.tsinghua.edu.cn Keywords: mercury intrusion porosimetry; coal rock; pore; fractal dimension; central difference quotient method Abstract: The pore structure of coal rock atYangquan Xinjing mine in Shanxi Province is analyzed with mercury intrusion porosimetry to obtain the specific pore volume data and calculate the fractal dimension of coal pore surface.
The experiment utilizes the mercury intrusion porosimeter AUTOPOREⅡ9220 in Thermal Science and Power Engineering of Ministry of Education Key Laboratory at Tsinghua University (Beijing), providing with the maximum pressure as 414MPa and the measuring range of the aperture as 3nm～360μm. 3.
Society of Petroleum Engineers Journal[J], 1963, September, 245–255

Research on Performance of Green Light Aggregate Six Hole Brick Hongxia Qiao1.2, a, Long Hua1, b , Zhongmao He3,c and Jinmei Dong2,d 1 College of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu, 730050, China 2 Qinghai Institute of Salt Lakes, Chinese Academy of Sciences, Xining, Qinghai, 810008, China 3 Gansu Science Research Institute of Civil Engineering, Lanzhou, Gansu, 730020, China aqiaohx7706@163.com,bhualong511@126.com,chezhongmao@163.com,ddongda839@163.com Keywords: Green Light Aggregate Six Hole Brick, Strength, Drying Shrinkage, Frost Resistance, Relative Dynamic Elastic Modulus.
References [1] Fucai Yang: The comprehensive utilization fly ash of coal-fired plants-Development of non fired and non steam-cured brick of fly ash, Environment and Exploitation, 1995, 10(3), p. 23-24 [2] Lifeng Meng, Juanrong Zheng: Investigation on the affecting factors of the strengths of geopolymer based on fly ash, Bulletin of the Chinese Ceramic Society, 2010, 29(3), p.542-546 [3] Zhuoren Jin: Study on non fired and non steam-cured brick of fly ash, Environmental Engineering, 1995, 13(2), p. 57-60 [4] Hanjun Yan, Chanjuan Yan: Study on effect of raw materials on the quality of powder coal ash aerated concrete, Bulletin of the Chinese Ceramic Society, 2009, 28 (6) _5, p.1317-1321 [5] Dehua Lu: The difference curing and application range between stem autoclave and cured brick of fly ash [J], Wall Materials Innovation & Energy Saving in Buildings, 2010(10), p. 34-35 [6] Jianguo Liang, Xiaojun Zeng, Feng Tang: Research on estimating model and compressive strength of non-burnt perforated
Bungey: Using compression wave ultrasonic transducers to measure velocity of surface waves and dynamic modulus of elasticity for concrete, Hydro-Science and Engineering, 1996(3), p. 264-270 [8] Taocong Sun, Ditao Niu, Chengfang Yuan et al: Study on relation between dynamic modulus of elasticity and velocity of ultrasonic sound and compressive strength for concrete, Concrete, 2010(4), p. 14-16

Research about Influence of strength variability on seismic performance of weak shear type concentrically-braced steel frames Yongsheng QI1, 2, a, Fenghua Zhao2, b, Junwen Zhou2,c 1College of Civil Engineering and Traffic, Hohai University, Nanjing 210098, China 2Department of Civil Architecture, Changzhou Institute of Technology, Changzhou 213002, China aqiyongsheng621@163.com, b zhaofh@czu.cn ,c junwenzhou@126.com Keywords: Strength variability, Weak shear type, Concentrically-braced steel frame, Pushover, Time history analysis.
The structural steel used in the engineering is Q235, with the Module of elasticity, .
Although advanced software can provide the whole pushover curve including the stage of degradation after capping, in factual engineering, the allowable value of displacement is limited.
The above analyses prove that overstrength of brace material is extremely detrimental to seismic performance of the structure type, and must be avoided in engineering.

Numerical Study on Fire Smoke Preventing And Exhausting of Underground Highway Tunnel Lei Ninga , Shuhui Xub,Lingfei Cuic and Chang Liud Beijing University of Civil Engineering and Architecture, Beijing , China aninglei19880121@163.com,bxushuhui@bucea.edu.cn, cwwwclfcom@163.com, drlc001@126.com Keywords: Underground highway Fire; Critical flow velocity; Evacuation; Numerical simulation.
Acknowledgment Project supported by the Key Program of Natural Science Foundation of Beijing, China (Grant No.8121001), Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering, Thermal Energy and Power Engineering Specialty Construction in 2013.
References [1] Yong Fang, et al: Modern Tunneling Technology, Vol.46(2009), p.90-93.In Chinese [2] Zhiguo Yan, et al: China Civil Engineering Journal, Vol.38(2005), p.96-100.

Experimental Study on Solar Energy Added Kang Heating System Gang Li1,a, Huan Wang1,b,Runping Niu2,c,Qizhen Chen1,d, Zhen Li1,e 1School of Municipal and Environmental Engineering, Shenyang Jianzhu University, Shenyang, Liaoning 110168.
NO.9, Hunnan East Road,Hunnan New District,Shenyang City,Liaoning,P.R.China 2School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture,Beijing 100044.
Arrangement of test points: On the basis of the People's Republic of China agriculture industry standard: test method for the performance of civil Kang(NY/T 58-2009)[6], nine temperature measuring points are arranged on the surface of Kang.
Acknowledgements This work was financially supported by The National "12th Five-Year Plan " Science and Technology Support Plan（2011BAJ08B06-8）, Project of Chinese Housing and Urban Construction (2013-K1-41) , Liaoning Province Department of Education Fund Item (L2012201) and Project of Beijing Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering (NR2012K04) .

Numerical Analysis on the Seismic Resistance of Steel Tube Columns Filled with Recycled Aggregate Concrete Xuxiang Wanga, Feng Liu *b, Wenxian Feng c, and Lan Zengd (School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, China, 510006) a1257549496@qq.com, bFliu@gdut.edu.cn, cfengwx@gdut.edu.cn, d1050550263@qq.com Keywords: Recycled aggregate concrete filled steel tube columns, seismic performance, recycled aggregate substitution rate.
Experimental study on the mechanical behavior of recycled aggregate coarse concrete-filled square steel tube column, 2010 International Conference on Mechanic Automation and Control Engineering (MACE), (2010)
China Civil Engineering Journal. 46(2):1-7 (2013).
Journal of Structural Engineering, ASCE. 125(5):477-484 (1999).

RED CERAMIC WITH ADDITION OF PETROLEUM COKE Xavier, G.C.1,a, Saboya, F.A.J.1, Maia, P.C.A.1, Alexandre, J.1 and Pedroti, L.G.² 1State University of Norte Fluminense Darcy Ribeiro, Civil Engineering Laboratory – LECIV Av.
When manufacturing a certain component civil construction one has to evaluate what maximum stresses it should support component.
Suganuma: Engineered Materials Handbook: Ceramic and Glass – Recent Advanced in Joining Technologies of Ceramics/Metals, ISII International, Vol. 30, New York, USA, 1046 -1058. 1990
Runger; Applied Statistics and Probability for Engineers.
Monteiro: Materials Science and Engineering A Vol. 373 (2004), p. 115.

Numerical Simulation and Analysis of Critical Velocity in Tunnel Fires Based on FDS Shuhui Xu a, Lingfei Cui b, Lei Ning c and Ziye Wang d Beijing University of Civil Engineering and Architecture, Beijing, 100044, China ashuhuixu@163.com, bwwwclfcom@163.com, cninglei19880121@163.com, dziye1203@139.com Keywords: Tunnel fire, FDS, Numerical simulation, Critical velocity, Heat release rate.
Acknowledgment Project supported by the natural fund key projects of Beijing (8121001), Funding Project for Thermal energy and power engineering major construction projects (2013) and Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering.
[5] Jianping Yuan, Zheng Fang, Haifeng Huang, Zhi Tang: Journal of Civil, Architectural & Environmental Engineering Vol.31 (2009), p. 66-70, in Chinese