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Research on Evaluation Method for the Service Quality of Public Transport based on Time Reliability Degree Chunyan Liang 1,a Lili Li 2,b 1Traffic Science and Engineering Department of Jilin Architecture and Civil Engineering Institute, Jilin Changchun 130021 2Transport Management Institute Ministry of Transport of the People's Republic of China, Beijing 101601) alcy9716@sohu.com, b270975569@qq.com Key-word: public transport evaluation index service quality time reliability degree Abstract: Devoting major efforts to developing public transport and practicing public traffic priority has been one of the important approaches to solve traffic problems.
Nanjing: Nanjin University of Information Science & engineering, 2011.06(in Chinese) [3] CHUN-qin LI, Rui SONG, Yan HAN.
Journal of Wuhan University of Technology(Transportation Science & Engineering), 2008, 32(5):869—871(in Chinese) [5] Carey W.Extant heuristic measures of schedule reliability[J].Transportation Research Part B,1999,33:473—494 [6] Bare J.

Introduction Due to the projects of engineering construction have long cycle, large investment and many participators, there are a lot of uncertain factors in the course of construction..
The risk management of engineering construction is still weak in our country, and has not an effective project risk management system with project disputes.
References [1] Chengshuang Sun，Yaowu Wang: China Civil Engineering Journal(2003).
[3] Robert N.Charette, Engineering Analysis and Risk Managemen, Mc Graw-Hill Book Company.

Study on Water Stability of Granite Asphalt Mixture GUO Dedong Civil Engineering Department, Shandong Jiaotong University, P.R.China, 250023 guodd@vip.qq.com Keywords: Asphalt pavement; Granite; Adhesion; HTWD; Water stability; Anti-Stripping agent Abstract.
Testing with AH-70# Produced by Chekiang Highway goods and material Co., according to Engineering>(JTJ052-2000) to check these performance indexes and the result is showed in Table 1.
Highway Engineering of Central South University，2004，29(2):65-68
Central South Highway Engineering，2007，32(3):16-20.

Christy1,b and Rein Terje Thorstensen3,c 1Department of Science, Faculty of Engineering and Science, University of Agder, Serviceboks 422, Kristiansand, Norway 2Department of Chemistry, Faculty of Science and Technology, Thammasat University, Khlong Luang, Pathumthani, 12120, Thailand 3Department of Engineering, Faculty of Engineering and Science, University of Agder, Serviceboks 422, Kristiansand, Norway asp.tanyapa@gmail.com, balfred.christy@uia.no, crein.t.thorstensen@uia.no Keywords: Near-infrared spectroscopy, calcium hydroxide, hydration, cement, concrete Abstract.
Sisomphon: The IES Journal Part A: Civil & Structural Engineering, 1 (2008), 2, 146 [12] T.

Study on Seismic Performance of Unsymmetrical K-type Friction Energy Dissipation Brace Yixiang Xu 1, a, Wen Pan 2,b and Shenglan Zhu 3,c Faculty of Civil and Architectural Engineering, Kunming University of Science and Technology Kunming, Yunnan, 650500, China aguardman0812@126.com, bpanwen@vip.sina.com, czsl376679065@163.com Keywords: friction energy dissipation brace, frame structure, time history analysis Abstract.
Introduction Reinforced concrete frame structure [1] which has the advantages of flexible layout, simple structure form, stable elastic-plastic hysteretic property has been widely used in engineering practice, which makes it occupy a large proportion of today’s constructions.
Journal of Earthquake Engineering and Engineering Vibration, 1992,19(2) [3] C.B.Wang: Study on Seismic Performance of Frame with Friction Energy Dissipation.

Treatment of Natural Zeolites for Increasing the Sorption Capacity Mikhail Bruyako1,a, Larisa Grigorieva1,b, Aleksandra Grigorieva1,c*, Irina Ivanova1,d Moscow State University of Civil Engineering, Yaroslavskoye shosse, 26, 129337, Moscow, Russia ambruyako@yandex.ru, bpehel@yandex.ru, c shelie@yandex.ru, dIvanovaIS@mgsu.ru Keywords: materials science, self-healing, durability, bioadditives, zeolites, sorbent, dehydration, non-equilibrium low-temperature plasma, concrete, sorption capacity Abstract.
Natural Sciences and Engineering Research Series. 2 (2014) 32-35
Al Bakri Abdullah: submitted to Journal of Key Engineering Materials. 673 (2016) 3-12
Chen: submitted to Journal of Key Engineering Materials. 629-630 (2015) 494-503

Influence of Creep on Longitudinal Fracture of Inhomogeneous Rod Loaded in Torsion and Bending Victor Iliev Rizov1,a* 1Department of Technical Mechanics, University of Architecture, Civil Engineering and Geodesy, 1 Chr.
The application of certain kinds of inhomogeneous materials, such as functionally graded composites in various areas of practical engineering (aerospace, biomedicine, nuclear fusion, electronics, turbomachinery, etc.) has increased in the recent decades.
Demir, Stress analysis of functionally graded discs under mechanical and thermal loads, Indian Journal of Engineering and Materials Sciences, 18 (2011), 111–118
Erdogan, Fracture mechanics of functionally graded materials, Computational Engineering, 5 (1995), 753-770

Diffusion Characteristics of Indoor Particles in Different Ventilation Strategies Room Yang Lu 1, a, Zhenping Qu 2, b, Wentao Wu 3, c and Hiroshi Yoshino 4, d 1 School of Civil Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116000, China 2 Key Laboratory of Industrial Ecology and Environmental Engineering (MOE), School of Environmental Science and Technology, Dalian University of Technology, Dalian 116000, China 3 Department of Engineering, Aarhus University, Blichers Alle 20’, P.O.

Study on the Test of Concrete Strength in Winter Construction by a New Technology: Noumenon Sampling Method Guozhi Zhang1,a,Wei Gao2,b 1Institute of Engineering Survey and Design, Northeast Forestry University, Harbin 150040, China 2Department of Civil Engineering, Northeast Forestry University, Harbin 150040, China azgzcumt@126.com, bnefu_gw@163.com Keywords: Concrete strength , Grey system theory, Noumenon sampling method, Critical strength , Winter construction Abstract.
Third, we can use the established model to determine whether the concrete structure entities have achieved the critical strength which is specified in “Specification for Winter Construction of Building Engineering[[] Heilongjiang Province Academy of Cold Area Building Research: Specification for Winter Construction of Building Engineering(China Building Industry Press, China 2010).

The Energy –Based Seismic Response Analysis Method of Arch Bridge Huijun YU 1, a, Airong LIU 1, b*and Qicai YU 1, c 1 College of Civil Engineering, Guangzhou University, Guangzhou 510006, China aYHJUN118@163.com, bLiu-a-r@163.com, czhydxs@ihw.com.cn *Corresponding author: Airong Liu (1972-), Professor, Doctor. eLiu-a-r@163.com Keywords: Arch bridge, Earthquake, Pier height, Reinforcement ratio, Energy method.
JOURNAL OF VIBRATION ENGINEERING,1995,02 (3) ( In Chinese) [6] Norio I, HeishaW, HidetoK, etal.
Journal of Shenzhen University Science and Engineering, 2011, 28(3):189~194(In Chinese) [8] Ming-kui Xiao.
Earthquake Engineering and Structural Dynamics, 1996, 25