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At present, in view of the construction energy-saving, people focus more on that of the civil architecture, and the norms or provisions concerning construction energy-saving issued in recent years are almost set for civil architecture as well.
It’s suggested in an investigation that in the construction project’s investment amount finished in our country every year, the proportion of industrial plants and civil architecture is 53:47, and more than half of it are covered by industrial plants.
In the traditional view, compared with the civil architectures, industrial plants require to be simple, practical, cheap in cost, and appear to be big, bulky and rough, which is the basic impression in people’s mind towards a group of industrial plants built in the last century in our country.
Compared with traditional industrial plants and civil architecture, modern industrial plants of this kind has following features: higher requirement to the architecture’s inner working environment, such as the control of clearance, illumination, temperature and humidity; more construction energy-consumption in an unit area, therefore, it has become an increasingly urgent problem requiring solution and deep research that elevating the energy-saving consciousness in its design, reducing its energy-consumption and discussing effective measures of its energy-saving.
Compared with civil architecture, as an important type of architecture, industrial plants have the features of big energy-consumption, large-area roof, demanding simplicity and etc. which is more suitable for applying photovoltaic technology and has an extremely wide developing prospect.

The Engineering Drawing Network Potting Management System Based on Intelligent Print Queue Management Li Tian 1, a 1CCCC first harbor consultants CO.
,LTD, Tianjin 300222 atian_mm2003@163.com Keywords: Network, Engineering drawings, Intelligent print queue, CAD, Print, Plot, Device independence Abstract.
Combining the needs of the port engineering design and production, we develop engineering drawing network plotting management system based on intelligent print queue management.
Commitments port design institute has professional multi (such as overall, hydraulic, process, civil engineering, port machinery, communications, etc. more than 30), a large number of drawings, design projects at the same time, so scientific management of the output print of engineering drawings improves design efficiency.
In this paper, In combination with needs of Zhongjiao First Harbor Engineering Investigation and Design Institute of Engineering production , engineering drawing network plotting management system based on intelligent print queue management.

Pail 1,e 1 Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Brno, Czech Republic 2 Indian Institute of Science, Department of Civil Engineering, Bangalore 560 012, India a vesely.v1@fce.vutbr.cz, b kitnarf@centrum.cz, c rvsagar@civil.iisc.ernet.in, d stafa.m@ fce.vutbr.cz, e pail.t@ fce.vutbr.cz Keywords: concrete fracture, cohesive crack, fracture process zone, energy dissipation, three-point bend test, inverse analysis.
Conf. on Civil, Structural and Environmental Engineering Computing.
(eds.), Civil-Comp Press, Stirlingshire, (2009).

Engineering Properties of Concrete Incorporating Water Purification Sludge Chung-Hao Wu1,a,*, Wei-Ting Lin1,b and Shao Ting Hu1,c 1Department of Civil Engineering, National Kaohsiung University of Science and Technology, No. 415, Jiangong Rd., Sanmin Dist., Kaohsiung City 807618, Taiwan a,*chunghaowu@nkust.edu.tw, bqtony1226q@gmail.com, cc108141259@nkust.edu.tw Keywords: Water purification sludge, concrete, mix design, engineering properties.
The study aims to investigate the engineering properties of concrete incorporating water purification sludge (WPS).
Interfacial transition zone between aggregate and sludge Summary This research mainly studies the influence of purified water sludge (WPS) replacing natural fine aggregates on concrete’s engineering properties.

Karim1d Azlan Bin Adnan 2e 1 Department of Civil Engineering, Faculty of Engineering, University Putra Malaysia, Serdang, Selangor, Darul Ehsan, Malaysia, 2 Faculty of Civil Engineering, University Technology Malaysia, 81310, UTM Skudai, Johor, Malaysia.
Dargush: Passive energy dissipation systems in structural engineering,New York, NY: John Wiley & Sons.(1997)
Journal of structural engineering, 134(1), 3-21. (2008)
Noorzaei: Optimization of Earthquake Energy Dissipation System by Genetic Algorithm, Computer‐Aided Civil and Infrastructure Engineering 28, no. 10 :796-810. (2013)
Kim: New installation scheme for viscoelastic dampers using cables, Canadian Journal of Civil Engineering, 37(9), 1201-1211. (2010)

Dynamic Characterization of Cement -Treated High-Speed Railway Subgrade Guangqing Yang1, a, Xizhao Wang2,b and Baojian Zhang1,c 1School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang,Hebei, 050043,China 2School of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang,Hebei, 050018, China agtsyang@vip.163.com, b wxizhao@hebust.edu.cn, cytgcx@sjzri.edu.cn Keywords: Dynamic Character, Cement-treated soil, Railway, Subgrade Abstract.
The critical resilient module is the minimum value.The sility clay treated with cement, has better engineering performance and its dynamic performance meet the design demand of high-speed railway subgrade.
Rock and Soil Mechanics, Vol.3(2010), p.760-764 (In Chinese) [4]Bo Liang, Changxin Sun, China Civil Engineering Journal, Vol.9(2006), p.117-122(In Chinese) [5]Heelis, Michael E.

Kaytukov1,e 1 Moscow State University of Civil Engineering, 26, Yaroslavskoe Sh., Moscow, 129337, Russia a alexander.belostotsky@gmail.com, b 12vm3@mail.ru, с serg_msk89@mail.ru, d pavel.akimov@gmail.com, e tkaytukov@gmail.com Keywords: finite element method, numerical simulation, computer simulation, structural strength, stability, high-rise panel buildings, mathematical modelling Abstract.
Bathe, The Finite Element Method, in Encyclopedia of Computer Science and Engineering, B.
Hughes, The Finite Element Method: Linear Static and Dynamic Finite Element Analysis (Dover Civil and Mechanical Engineering), Dover Publications, 2000
Fialko, Problems of computational mechanics relate to finite-element analysis of structural constructions, International Journal for Computational Civil and Structural Engineering, Vol. 1, No. 2 (2005) 72-86

Zhao: Behaviour of concrete beams with exposed reinforcement, Proceedings of the Institution of Civil Engineers, Structures and Buildings, Vol.99, May(1993), p.141-154
Waleed: Concrete patch repairs under propped and unpropped implementation, Proceedings of the Institution of Civil Engineers, Structures and Buildings, Vol.157, April (2004), p.149156
Nokhasteh: Strength assessment of corrosion damaged reinforced concrete slabs and beams, Proceedings of the Institution of Civil Engineers, Structures and Buildings, Vol.94, May, (1992), p.197-203
Lin: Structural characteristics of R.C. beams with exposed main steel, Proceedings of the Institution of Civil Engineers, Structures and Buildings, Vol 122, February (1997), p.35-51
Cairns: Strength in shear of concrete beams with exposed reinforcement, Proceedings of the Institution of Civil Engineers, Structures and Buildings, Vol.110, May(1995), p.176-185

Fiber reinforced composites (FRP) reinforced concrete structural engineering technology is different from the traditional reinforced concrete structure technology, it has many advantages of light weight, high strength, good durability and ease of construction, bridge engineering and construction of Structural Engineering reinforcement and repair of the field has been widely used.
China Civil Engineering Journal,2012,1(45):23-29.In Chinese [2] Ye Lieping, Zhuang Jiangbo.
In Chinese [4] De Lorenzis L,Teng J G.Composites Part B:Engineering,2007,38(2):119-143
[5] Szabo Z K,Balazs G.Periodica Polytechnic:Civil Engineering,2007,51(1):33-38
China Civil Engineering Journal,2008,41(12):14-20 [8] Liang Jinfu,Yan Liubin.

Seismic Behaviors of Prestressed Concrete Continuous-beam Bridge Affected by Pile-soil Action Fenglan Lia, Chenxiao Songb and Shiming Liuc School of Civil Engineering and Communication, North China University of Water Conservancy and Hydroelectric Power, Zhengzhou, Henan Province 450011, P.
Combined with the typical prestressed concrete continuous-beam bridge with 17m+28m+17m span over the main channel of the Central Line of South-to-north Water Transfer Project, two finite element models of this bridge, one considering and another without considering the pile-soil action, were built by the specialist bridge analysis software MIDAS/Civil 2011.
Qiu: Normal Question Explain for Bridge Software MIDAS/Civil (China Communications Press, Beijing, 2009)