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A Study of Engineering Properties of Concrete Containing Recycled Materials in Hot Spring Environment Jung-Nan Chang1,a , Bo-Tsun Chen2,b, Her-Yung Wang3*,c Jung-Wei Chen4,d 1 PhD Candidate, Department of Civil Engineering and Disaster Mitigation Technology, National Kaohsiung University of Applied Sciences, No.415, Chien Kung Rd., Kaohsiung 807, Taiwan 2 Assistant Professors, Department of Civil Engineering and Disaster Mitigation Technology, National Kaohsiung University of Applied Sciences, Kaohsiung 807, Taiwan 3* Professors, Department of Civil Engineering and Disaster Mitigation Technology, National Kaohsiung University of Applied Sciences, Kaohsiung 807, Taiwan 4 Institute of Hot Spring Industry, Chia Nan University of Pharmacy & Science, 60, Erh-Jen RD., Sec.1, Jen-Te, Tainan 71710, Taiwan at0910715493@yahoo.com.tw, bbotsun.chen@gmail.com, cwangho@cc.kuas.edu.tw, dcjw2623@mail.chna.edu.tw Keywords: concrete containing, recycled materials, hot spring.
Thus, the engineering properties of concrete material in the hot spring environment are an important research subject.
Yang: Behavior of Concrete in Hot Spring Environment, Doctoral dissertation, Department of Civil Engineering, National Chung Hsing University (2009)
Chen: Effect of Hot Spring Water Curing on Shotcrete Strength and Durability, Master’s thesis, Department of Civil Engineering, National Chung Hsing University (2007)
Huang: Instruction Manual of Pozzolan Concrete, Sinotech Engineering Consultants, Inc. (2007)

The aim of this paper is to investigate the possibility of using of perforated metallic materials for producing sandwich panels for the different application in the civil engineering.
Introduction Perforated metal materials (PMM) have found their application in the civil engineering, architecture, and mechanical engineering [1-3] due to the successful combination of low mass and sufficiently high strength.
Sandwich panels have made similar progress in the production and application in the civil engineering.
The aim of this paper is to investigate the possibility of using of PMM for producing sandwich panels for the different application in the civil engineering.
Muktepavela, Steel profiles from the perforated bands, in: Proceedings of the 4th International conference Industrial engineering – New challenges to SME, 29-30th April 2004, Tallinn, Estonia. (2004) 138-140

Nonlinear time-history analyses are carried out by the Midas/Civil software in this paper.
Introduction With rapid development of bridge engineering, various devices are used to improve the anti-seismic performance of bridge [1].
As the engineering background of a railway bridge in Datong, the paper contrasts the bridge uninstalled the LUD to the bridge installed the LUD, in the longitudinal direction of the bridge and obtains related analysis results, by the nonlinear time-history analysis method and the Midas/Civil software.
Results and Analysis According to the seismic wave provided by the local seismological bureau and the design require- ments, the two models are analyzed to obtain the following results by the Midas/Civil software, under the E1 and E2 earthquake actions [4].
Yan: Journal of Disaster Prevention and Mitigation Engineering, Vol.27 (2007), Suppl. p292.In Chinese

Brief comments on “Unloading Rock Mechanics” and Engineering Applications ZHAO Baoyun 1,2, ZHU Keshan1 1Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University) Ministry of Education, Chongqing University, Chongqing, 400045, China 2School of Civil Engineering and Architecture; Chongqing University of Science & Technology Chongqing, Chongqing 401331, China Email: baoyun666@163.com Keywords : Rock engineering; discontinuity; excavation; unloading Abstract.
For any objectives of rock engineering, excavation is indispensible.
The removed rock may be disposed as waste or aggregates as in civil engineering works or may be valuable minerals in mining.
Fig.1 Iso-displacments on cross section of No. 16 of the permanent TGP shiplock from Fig.12-6[2] Fig.2 Iso-prinsipal stresses on cross section of No. 16 of the permanent TGP shiplock from Fig.12-7[2] Concluding remarks Ha has always insisted on that rock engineering is complex system engineering.
Engineering rock mechanics –an introduction to the principles, Pergaman, (1997) [4] Goodman R.E.

The conference is organized by the Odessa State Academy of Civil Engineering and Architecture (Ukraine, Odessa).
Balduk P.H. – conference secretary, PhD, Professor of Department of Structural mechanics of Odesa State Academy of Civil Engineering and Architecture, pavel9baldook@gmail.com.
Sc., Professor of Odesa State Academy of Civil Engineering and Architecture, concrete_ogasa@mail.ru Vaisfeld N.D. – Chairman of Department of Mathematical Physics Methods of I.I.
Sc., Professor, mdttde@onu.edu.ua Kovrov A.V. – Chairman of the Conference Organizing Committee, Rector of Odesa State Academy of Civil Engineering and Architecture, PhD, Professor, rector@ogasa.org.ua.
Mechnikov ONU, PhD, Professor, imem@onu.edu.ua Krutii Y.S. – vice-rector of Odesa State Academy of Civil Engineering and Architecture, Dr.

The experimental results verify the validity and feasibility of fuzzy attribute discretization of civil aviation radar intelligence data characteristics. 1.
This section presents a discretization algorithm for continuous attribute of civil aviation radar intelligence based on the above algorithm, and establishes membership functions of fuzzy attribute partition.
For given civil aviation radar intelligence database samples D, only the classification attributes and continuous attributes are considered in this paper.
Pseudo code of algorithm for fuzzy partition of civil aviation radar intelligence data attribute is shown. 1.
But in actual engineering application, the membership functions of fuzzy sets are usually expressed as triangular, trapezoidal or Gauss type functions, in order to facilitate calculation, triangle function is selected.

The mining engineer T.
Intellekt zdanij: formula [Intelligence of buildings: formula]. // Promishlennoye i grazhdanskoye stroitelstvo [Civil Engineering]. – 2012. – № 3. – рр. 54–57
Avtomatizatsiya proektirovaniya proizvodstva remontnykh rabot zdaniy i inzhenernoy infrastruktury [Computer–Aided Design of Repairs of Buildings and the Engineering Infrastructure]. // Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2012. – №. 9. – рр. 234-240
Matematicheskoe modelirovanie protsessov avtomatizatsii proektirovaniya inzhenernih sistem zdaniy i sooruzheniy [Mathematical simulation of processes of design automation of engineering systems of buildings and constructions] // Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011. – №. 5. – рр. 335-339
Soft computing models homeostat of buildings // Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. - 2010. - № 2. - рр. 279-282.

Then combing with the irregular-shaped deep excavation of certain civil air defense engineering, a comparatively effective waterproof measure is proposed.
Project Description The West Lake civil air defense engineering of Longting district, Kaifeng is adjacent to many famous scenic tourist attractions, which is thick surrounded by water system.
Hou: Excavation Engineering Manual, China Building Industry Press, Beijing (2005), In Chinese
Horswill: Engineering Geology.
Zhang, et al: Hydrogeology and Engineering Geology. (5) (2000), p. 47.

Uniaxial Compression Tests Research on C35 Glazed Hollow Bead Insulation Concrete ZePingZhanga , FeiQiaob , DiWu, ZhuLi College of Architecture and Civil Engineering of Taiyuan University of Technology in China azzp319@sina.com , bwoshiqiaofei158@sina.com  Keywords: Glazed hollow bead , Insulation concrete , Uniaxial compression test Abstract: With the growing global energy crisis, development of economic and land-efficient construction structural system became an significant subject in Civil Engineering field.
It can be used with thermal insulation, fire protection requirements of civil engineering structures [2].

The reflective LPFGs-in-series sensor was able to successfully yield a comparable liquid-level sensing performance and hopefully could be used in the fields of civil and agronomy engineering applications such as pipes, channels, dams, and deep-ponding paddy fields.
Introduction The primary motivation of this study is to develop and evaluate a light weight and low-cost liquid-level sensor using reflective long-period fiber grating (LPFG), which has the potential for use in civil and agronomy engineering work such as ground water level monitoring for pavement structures or water level control for the increase in crop yield using deep-ponding in paddy fields [1,2].
The reflective LPFGs-in-series sensor was able to successfully yield a comparable liquid-level sensing performance and hopefully could be used in the fields of civil and agronomy engineering applications such as pipes, channels, dams, and deep-ponding paddy fields.