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Wireless Sensor Network(WSN) using in Tunnel Environmental Monitoring for Disaster Prevention Dave Ta Teh Chang 1,a, Yuh-Show Tsai 2,b, Horng-Cheh Lee 3,c , Guo Li Lun4,d, Yang Kai Chun4,e 1 Professor, Department of Civil Engineering, Chung Yuan University, Taiwan. 2 Professor, Department of Biomedical Engineering, Chung Yuan University, Taiwan. 3 Assistant professor, Department of Civil Engineering, Chung Yuan University, Taiwan. 4 Graduate students, Department of Civil Engineering, Chung Yuan University, Taiwan.
The 3D intelligent management platform is supposed to be used for connecting the independent management platform of the management unit (engineering section), combined with the coordinates of WSN Sensor in the tunnel.
References [1] Chinese Institute of Civil and Hydraulic Engineering, "Tunnel Engineering Design Criteria and Descriptions" China , 1999
[6] Jack Pauls,“Movement of People”, in SFPE Handbook of Fire Protection Engineering, Society of Fire Protection Engineering & NFPA, (Page 269), Maryland, USA., Sep. 1995

The Numerical Simulation and Analysis of Wind Pressure Distribution on Sloping Roof of Storey Factory Tingwei Zhou1, a, Chengwei Huang2,b, Jian Zheng3,c 1Faculty of Civil Engineering, Kunming University of Science and Technology, Kunming, Yunnan, 650500,China 2 Faculty of Civil Engineering, Kunming University of Science and Technology, Kunming, Yunnan, 650500,China 3 Faculty of Civil Engineering, Kunming University of Science and Technology, Kunming, Yunnan, 650500,China a574443827@qq.com, b1149506270@qq.com, c2607649586@qq.com Keywords: Storey factory; Roof pressure; Numerical simulation; Abstract: As wind-induced damage always occurs at the roof of storey factory, the roof pressure of storey factory under different wind directions was analyzed based on the Realizable k-ε turbulence model.
Diversity of structures and random of wind load may affect distribution of roof pressure; the studies with the respect to the subject has been conducted a lot in wind engineering field.
The paper uses the finite element software to research wind pressure distribution of storey factory with multi-span and gable roof , and provides valuable conclusions for the wind-resistant design to guide engineering practice.
Wind pressure on tropical housing [J], J.Wind Engineering and Industrial Aerodynamics.1994, 53(1/2) ：105-123 [3] Uematsu.Y, Isyumov.N.Review wind pressure cating on low-rise buildings [J].Journal of wind Engineering and Industrial Aerodynamics. 1999, 82(1/2/3) ：1-25 [4] Hui Wang, Shuifu Chen, Jinchun Tang, Numerical simulation of wind pressures on low-rise building with gable roof[J], Journal of Zhejiang university（Engineering science）, 2003, 36(6):634-638(In Chinese) [5] Shih T H,Liou W W,Shabbir A,Yang Z G,Zhu J.A new k-ε eddy viscosity model for high Reynolds number turbulent flows.Com-put Fluids. 1995.24(3):227-238 [6] Qingya Li, Jihong Ye, Numerical Simulation of Characteristics of Mean Wind Pressure Distribution and Flow Field on Typical Spatial Structures, Journal of Architecture and Civil Engineering, 2008,Vol.25:76-83.

On the Modern Chinese Church Building --------a case study of the Lady Chapel in Bansi Mountain Lei Yun1, a, Liu Yuanping2,b 1Architecture and Civil Engineering Institute of Taiyuan University of technology, No.79 in the Yingze West Street, Taiyuan, Shanxi , China 2Architecture and Civil Engineering Institute of Taiyuan University of technology, No.79 in the Yingze West Street, Taiyuan, Shanxi , China a340469824@qq.com, b2399366034@qq.com Keywords: Church building, Form design, Environmental design, Building materials, Building structure Abstract.
Introduction In modern china, the church, a kind of civil construction, is a typical western building abounding in the whole country.
The writer believes that the church buildings stand for the highest level of the civil constructions.
Even though designers and builders payed less attention to the environmental planing in most modern churches in China, the ideas of environmental protection permeated in the design of the Lady Chapel of Bansi Mountain.What's more, commonly having larger size and more complex structure than other kinds of constructions, the church buildings can stand for the highest level of the civil constructions.

Research on the Durability of Reinforced Concrete under the Seawater Environment Wang Jun1*, Zhang Zi-Jian2, Wang Jian-Lin3 1School of Architecture Engineering, Shandong University of Technology, Zibo 255049, China 2Qingdao No.1 Line Subway Corp, Qingdao 266000, China 3School of Civil and Resource engineering, University of Science and Technology Beijing, Beijing 100083, China algdwangjun@126.com Keywords: Reinforced concrete, Durability, Chloride, Sulphate Abstract.
Engineering in seawater face materials corrosion such as concrete and steel bars attacked.
Corrosion ions such as chlorides and sulphates exist in seawater with high concentration leading to the durability of engineering made by reinforced concrete degradation.
Department of Civil Engineering, University of Mississippi, 2007
Michigan State University, Department of Civil and Environmental Engineering, 2008

., DSc.1, a, Ryzhkova Anastacia, PhD student 2, b 1,2 Moscow state university of civil engineering, 129337, Russia, Moscow, Yaroslavskoye shosse, 26 aginav@mgsu.ru, b anastacia.ryzhkova@gmail.com Keywords: risks, energy efficient technologies, risk management, energy efficiency, investment Abstract: Construction projects with energy-efficient technologies in use are systems that require more detailed analysis of potential risks than it could be in the evaluation of other construction projects.
The base research should be a detailed questionnaire in which respondents can assess proposed for the consideration risks by multiple-parameters (typical for both civil construction projects and projects with EET in use).
Titov, Investment and construction engineering.
Volkov Modern and perspective information technologies in construction, Industrial and civil construction, 2012, №9, p. 5-6 [9] A.A.
Volkov, Formalization of functional tasks of the organization management objects (processes) in construction, Bulletin of the Moscow state University of civil engineering. 2008.

The Comparison of the Probabilistic Calculation of Course of Temperatures in Peripheral Construction with Actual Measured Data Denisa Donová1,a* and Naďa Zdražilová1,b 1Faculty of Civil Engineering, VŠB – Technical University of Ostrava, L. 
Krejsa, Measured data processing in civil structure using the DOProC method.
Transactions of the VŠB – TUO, Civil Engineering Series, vol. 12, Issue 2. (2012) pp. 48–58 [3] P.
Transactions of the VŠB – TUO, Civil Engineering Series, vol. 10, Issue 1. (2010) pp. 1–11 [4] H.

This approach has been used, for instance, for modelling and experimental validation of reliability of the construction of civil engineering structures with regard to the probabilistic assessment of the acoustic properties [18].
Krejsa, Statistical Dependence of Input Variables in DOProc Method, Transactions of the VSB – Technical University of Ostrava, Civil Engineering Series, Vol. 12, Issue 2 (2012) pp. 48–58, ISSN: 1804-4824, DOI: 10.2478/v10160-012-0017-3
In: Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing (2009) 20 p, ISBN: 978-190508830-0, DOI: 10.4203/ccp.91.72
In: Proceedings of 14th International Conference on Civil, Structural and Environmental Engineering Computing (2013) ISBN: 978-190508857-7, DOI: 10.4203/ccp.102.130
Markova, Target reliability levels for assessment of existing structures, In: Proceedings of the 11th International Conference on Applications of Statistics and Probability in Civil Engineering (2011) pp. 1048-1056, ISBN: 978-041566986-3

Development of a new reclamation material by hazardous waste solidification/stabilization Bozena Vacenovska1, a and Rostislav Drochytka2,b 1 Department of Technology of Building Materials and Components, Faculty of Civil Engineering, Brno University of Technology, Veveri 95, 602 00 Brno, Czech Republic 2Department of Technology of Building Materials and Components, Faculty of Civil Engineering, Brno University of Technology, Veveri 95, 602 00 Brno, Czech Republic a vacenovska.b@fce.vutbr.cz, bdrochytka.r@fce.vutbr.cz Keywords: solidification/stabilization, landfill, hazardous waste, leachability Abstract.
This paper deals with the possibility of hazardous waste solidification/stabilization (S/S) using a secondary raw material – fly ash from fluidized bed combustion – in order to find and verify a suitable S/S formula and an appropriate way to ensure that the properties of the S/S product will allow its further use in civil engineering as a reclamation material.

Inelastic Displacement Spectra for Displacement-Based Seismic Design of High-Speed Bridge Pier Chen Lingkuna, Jiang Lizhongb School of Civil Engineering and Architecture, Central South University, Changsha, 410075 China aemail: lingkunchen08@hotmail.com, bemail: lzh jiang@mail.csu.edu.cn, Keywords: inelastic displacement spectra; displacement-based seismic design; high-speed bridge pier Abstract: The inelastic displacement spectra is established based on the elastic displacement spectra and the strength reduction factor, the calculation process of Displacement-Based Seismic Design (DBSD) is presented in this paper, the DBSD of high-speed railway bridge piers is conducted to verified the method.
Because the damage and failure of bridge piers is related directly to the displacement demand of piers, the researches on the DBSD method have been received the increasing interest in civil engineering along with fast development of high-speed railway in china and abroad in recent years.
EERL 2002.001, Earthquake Engineering Research Laboratory, California Institute of Technology Pasadena, (2002 ) [2]Saiidi, M: Response of Bridge Hinge Restrainers during Earthquakes-field Performance, Analysis, and Design,CCEER-93-6, Reno: Civil Engineering Dept, University of Nevada, Report, (1993) [3]Chang S E: Disasters and Transport Systems: Loss, Recovery, and Competition at the Port of Kobe after the 1995 Earthquake.
Earthquake Engineering and Structural Dynamics, Vol, 24(1995), p. 1623 [7] Nassar , A , Krawinkler , H , Seismic Demands for SDOF and MDOF Systems , John A.Blume Earthquake Engineering Center, Report 95, Dept of Civil Engineering, Stanford University, (1991) [8]Lu Xilin, Zhou Dingsong.
Earthquake Engineering and Engineering Vibration, Vol, 24(2004), p. 40 (In chinese)

A Simple Unconsolidated Undrained Triaxial Compression Test Emulator Riska Ekawita1,a, Hasbullah Nawir2, Suprijadi3, Khairurrijal1,4,b 1Physics of Electronic Materials Research Division, Faculty of Mathematics and Natural Sciences, 2Geotechnical Engineering Research Division, Faculty of Civil and Environmental Engineering, 3Theoretical High Energy Physics & Instrumentation Research Division, Faculty of Mathematics and Natural Sciences, 4Research Center for Disaster Mitigation, Institute for Research and Community Services, Institut Teknologi Bandung, Jalan Ganesa 10, Bandung 40132, Indonesia aaquriska@gmail.com, bkrijal@fi.itb.ac.id Keywords: emulator, triaxial, deformation, unconsolidated, undrained, Mohr-Coulomb circle.
Nawir, Viscous effects on yielding characteristics of sand in triaxial compression, Dissertation, Civil Eng.
Nawir, Viscous effects on yielding characteristics of sand in triaxial compression, Dissertation, Civil Engineering Department, The University of Tokyo, 2002