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., “The Compare of The Fuzzy Judgement Models of The Green Products”, Journal of Beijing Institute of Civil Engineering and Architecture, No. 4, (2000)
Mukherjee, “Study of fuzzy-AHP model to search the criterion in the evaluation of the best technical institutions: A case study”, International Journal of Engineering Science and Technology, Vol. 2(7), (2010), 2499-2510
Zaeri, “Project selection by using fuzzy AHP and TOPSIS technique”, World Academy of Science, Engineering and Technology Vol. 30, 333-338, (2007)
Li, “Evaluation approximation to utility function of green product”, Chinese Journal of Mechanical Engineering, Vol. 41(10), (2005).

Introduction The representative of cable-strut tensile structure is the cable dome structure which was firstly proposed by American engineer Geiger in 1980s.
The works are proved valuable in theory and practical engineering.
(In Chinese) [6] Ruojun Qian, Bo Su and Zhibin Lin: Engineering Mechanics. 25 (2008) 70-76.
(In Chinese) [7] Hua Deng and Qunfeng Jiang: China Civil Engineering Journal. 38 (2005) 1-7.

References： [1] Rytter A．Vibration Based Inspection of Civil Engineering Structures [D]．Denmark：Department of Building Technology and Structural Engineering，Aalborg University， 1993 [2] Jin Zhi.
Engineering Structures，2001，23:610-621 [4] ABAQUS User’Manual(V6．7．1) [5] GB 50011-2001, Seismic Design Code [S] [6] Bo Yi LU Xi-lin.
Sturctural Engineers. 2009 [7] Teng Jun,He Chun-kai.

Micro experimental research on cement stone under sulfate erosion Zhu Jue1,a, Chen Qian1,b, Ding Yuanyuan1,c 1 The faculty of mechanical engineering and mechanics, Ningbo University, China azhujue@nbu.edu.cn, bmixlll456@126.com, cdingyuanyuan2@126.com Keywords: Sulfate erosion; ettringite; SEM; XRD method Abstract - In this article, micro investigation of the cement stone under sulfate erosion is carried out by using SEM (Scanning Electron Microscope).
Introduction For the special natural and geographical conditions in western China, the sulfate in groundwater is an important reason which causes the deterioration of durability of concrete infrastructure by corroding the civil engineering materials [1-2].
Engineering Fracture Mechanics, 2008, 75(17)4948-4957
Engineering Failure Analysis, DOI: 10.1016/j.engfailanal.2011.05.001

Study on the Interaction of Urban Planning Factors and Traffic Mobility in Gifu City by using Historical Map, Statistics and Person Trip Survey Data Min GUO1, a and Fumitaka KURAUCHI2,b 1 Graduate School of Engineering, Gifu University, Yanagido 1-1, Gifu, Japan 2 Department of Civil Engineering, Gifu University, Yanagido 1-1, Gifu, Japan a o3812103@edu.gifu-u.ac.jp, b kurauchi@gifu-u.ac.jp Keywords: Transportation System, Personal Trip Survey Data, Land Use, Traffic Mobility Abstract.
Takaguchi: CO2 emission reduction of transport sector in Local City : Case Study in Honjo City, Summaries of technical papers of Annual Meeting Architectural Institute of Japan D-1, Environmental engineering I (2009-07-20), pp.811-812
Moromizu: An Empirical Study on Change in Going-out Activities of the Elderly In Kumamoto City, Journal of Architecture, Planning and Environmental Engineering.

Obtained parameters by test on the strength of the material, the paper establishs constitutive equation of stress-strain and aims at promoting research of straw concrete and application in engineering.
Jilin Institute of Architectural Engineering, 2008, 25(2):1-6.
Jilin Institute of Architectural Engineering, 2010, 27(1):1-3.
Proceedings of the Institution of Civil Engineers, 1999,134(3):257-274

Brief Analysis of the Technical Points about the Tailings Pond Environmental Impact Assessment Huilun Chen1, a 1 School of Civil & Environmental Engineering, and National International Cooperation Base on Environment and Energy, University of Science & Technology Beijing, 100083 Beijing, China achenhuilun@gmail.com Keywords: Tailings pond; Environmental impact assessment (EIA); Technical points Abstract.
Selecting favorable terrain is very important, which can form enough storage capacity with very short dam, call for small scale engineering of the initial and final dam, and material nearby is enough.
In addition, if the drainage discharge tailings engineering facilities can not take the role, once the flood comes, the dam environmental risks will outbreak, endangering the safety of residents downstream, so the environmental risk assessment of the dam will be the most important part of the EIA [3].
Meanwhile, according to the Standard for Pollution on the Storage and Disposal Site for General Industrial Solid Wastes (GB18599-2001), environmental management of closed tailings pond are as follows: tailings pond closed design requires engineering process; prior to closing the pond, it needs completion of acceptance.

Definition of Climatic Parameters for Calculation of Energy Performance of Buildings Radmila Sinđić Grebović1,a *, Tatyana Spiridonova2,b, Maria Vrublevskaya3,c 1Faculty of Civil Engineering, University of Montenegro, 81 000, Podgorica, Montenegro 2,3St.Petersburg State Polytechnical University, 195251, Saint-Petersburg, Russia aradmilasg@gmail.com, bspiridonova-mail@yandex.ru, cmasha0901@gmail.com Keywords: energy performance of building, database of climatic data, reference year.
Climate parameters In a building engineering physics, outside and inside climate parameters have got a role that can be compared to the load in engineering mechanics, and because of that, they are often called „the surrounding load“.
Design approach for the optimal model of an energy-efficient timber building with enlarged glazing surface on the south façade (2012) Journal of Asian architecture and building engineering, vol. 11, no. 1, pp. 71-78

Post-Tensioned Composite Bridge: Reliability-Based Optimization of Selected Design Parameters SLOWIK Ondrej1,a, LEHKY David1,b*, SOMODIKOVA Martina1,c and NOVAK Drahomir1,d 1Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Veveri 331/95, 602 00 Brno, Czech Republic aslowik.o@fce.vutbr.cz, blehky.d@fce.vutbr.cz, csomodikova.m@fce.vutbr.cz, dnovak.d@fce.vutbr.cz Keywords: reliability based optimization, double-loop method, small-sample simulation, failure probability, reliability index, load-bearing capacity Abstract.
This approach, however, is very simple requiring no knowledge of features of the objective function and from the engineering point of view it is transparent and relatively easy to apply.
Kersner, The Role of Latin Hypercube Sampling Method in Reliability Engineering, in: Proc. of ICOSSAR–97, Kyoto, Japan, 1998, pp. 403–409
Novak, Correlation control in small-sample Monte Carlo type simulations I: A simulated annealing approach, Probabilistic Engineering Mechanics Vol. 24, No. 3 (2009) 452–462.

Hussein1,c 1Centre for Structural Engineering and Construction (CSEC) Faculty of Engineering, University of Nottingham, University Park, Nottingham, NG7 2RD, UK aevxaoa@nottingham.ac.uk, bjohn.owen@nottingham.ac.uk, cmohammed.hussein@nottingham.ac.uk Keywords: post-tensioned concrete; corrosion; rupture; re-anchorage; tendon; ESPI; assessment; residual structural capacity; Abstract.
Williams, Proceedings of the Institution of Civil Engineers Part 1-Design and Construction 84 (1988) 635-669
François, Engineering Structures 31 (2009) 1687-1697