Search results

A Study on the System Improvement for Ensuring Evacuation Safety of People Vulnerable to Disasters in Case of a Fire in the Building Hwang, Eun-kyoung1,a 1Senior Research Fellow,Korea Institute of Civil Engineering and Building Technology, South Korea aekhwang@kict.re.kr Keywords: vulnerable to disasters, the disabled, the elderly, evacuation safety, crisis response manual Abstract.
Acknowledgement This study was carried out with financial support from the research project titled “Development of S/W Connected to Risk-analysis-based Evacuation (Construction), 2014”carried out by the Korea Institute of Civil Engineering and Building Technology.

Research on stability of pretensioned spherical reticulated mega-structure Yongjun He1, a, Xuhong Zhou2, b and YunFei Zhang3, c 1College of Civil Engineering, Hunan University, Changsha, Hunan, 410082, China 2 Lanzhou University, Lanzhou,Gansu, 730000, China 3 College of Civil Engineering, Hunan University, Changsha, Hunan, 410082, China a hyj0087@163.com, b zxh@chd.edu.com, c zxl8401757@sina.com Keywords: pretensioned spherical reticulated mega-structure; arrangement styles of cables; stability; parametric analysis; optimal pretension value of cables.

Study on Seismic Response Characteristics of Step-Terrace Frame Structure on the Slope Li-ping Liu1,2,a, Ji-jin Liu1,2,b, An-liang Li1,2,c, Ming-zi Tan1,2,d 1College of Civil Engineering, Chongqing University, Chongqing 400045, China 2Key Lab of New Technology for Construction of Cities in Mountain Area, Chongqing 400045, China aliuliping@cqu.edu.cn, bcquliujijin@gmail.com, ccqu_lianliang@163.com, dxiaozi.tmz@163.com Keywords: Slope; Frame structure; Soil-structure interaction; Seismic wave; Seismic response Abstract：The seismic response of step-terrace frame structure is affected by the slope.
[5] Pu Yang, Ying-min Li, Ming Lai: A New Method for Selecting Inputting Waves for Time-History Analysis, China Civil Engineering Journal 2000, 33(6):33-37(In Chinese).

Study on the Use of Geothermal Energy in Large Space Stadium Qiankun Wang1, a, Zhanliang Zu2, b, Silun Liu3, c 1School of civil engineering and architecture University of Technology Wuhan,China 2Beijing University of Technology ,China 3School of civil engineering and architecture University of Technology Wuhan,China awangqk@whut.edu.cn,bzuzhanliang@126.com,clsl_whut@163.com Keywords:large space stadium; geothermal energy; economic; deep+shallow geothermal Abstract.With the development of economy and the rising of public awareness on environmental issues, building energy consumption, especially the energy consumption of public buildings represented by large space stadiums, has received an increasing public attention.

Shear Failure of Patched Reinforced Concrete Beam without Web Reinforcements STEFANUS Kristiawan1, a, AGUS Supriyadi1, b, SENOT Sangadji1, c, HAPSARA Brian Wicaksono2, d 1SMARTCrete Research Group, Civil Engineering Department, Sebelas Maret University, Indonesia 2PT Wijaya Realty Tbk, Indonesia as.a.kristiawan@ft.uns.ac.id, baguspri22@yahoo.com, csenot.sangadji@gmail.com, dhapsara_civilist@yahoo.com Keywords: Cracking, Patch repair, Reinforced concrete, Shear.
Muktamirin, Effect of patching thickness on the flexural behaviour of patched reinforced concrete beam, Advances in Civil, Architectural, Structural and Constructional Engineering, edited by D.

., Qingdao, 266114，China 2Department of Civil Engineering, Tsinghua University, Beijing, 100084, China 3School of Civil Engineering, Dalian University of Technology, Dalian, 116024, China agbl-jn@163.com,bkxm@mail.tsinghua.edu.cn,chan_yu2010@126.com Keywords: moisture keeping; curing membrane; micro-structure; mercury intrusion porosimetry; SEM Abstract: Cover concrete quality is very important for marine structures, which determines the beginning time of reinforcement corrosion and the life of the structure.

Vertical Load-Carrying Natural Frequency of Railway Double-Track Pre-stressed Concrete Continuous Bridge Jianying Ren1,a, Wenping Li2,b ,Mubiao Su3,a and Qingyuan Zeng1,a 1 College of Civil and Architectural Engineering, Central South University China. 2 College of Civil Engineering, Shijiazhuang Tiedao University China. 3 Structural Health Monitoring and Control Institute, Shijiazhuang Tiedao University China.

Effect of Selected Mineral Admixtures on Mechanical Properties of Concrete Mateusz Popek1,a , Łukasz Sadowski1,b * 1Faculty of Civil Engineering, Wroclaw University of Technology, Wroclaw, Poland amatpopek@gmail.com, blukasz.sadowski@pwr.edu.pl Keywords: Concrete, Mineral admixture, Compressive strength, Tensile strength Abstract.
Aggregates for unbound and hydraulically bound materials for use in civil engineering work and road construction

Experimental Preparation of Magnesium Oxide Board Dominik Dubecký1, a *, Matej Špak1, b and Mária Kozlovská 1, c 1Technical University of Košice, Faculty of Civil Engineering, Vysokoškolská 4, 04200 Košice, Slovakia adominik.dubecky@tuke.sk, bmatej.spak@tuke.sk, cmaria.kozlovska@tuke.sk Keywords: Magnesium Oxide Board, Experimental Preparation, Composition of MgO Board, Tensile Strength in Bending Abstract.
The production of experimental MgO boards was conducted in laboratory conditions at the Faculty of Civil Engineering in Košice.

A Numerical Study on the Pull-Out Strengths of Anchor Bolts Embedded in Concrete Using the Smoothed Particle Hydrodynamics Method Yoshimi SONODA1, a* 1 Department of Civil Engineering, Kyushu University 744 Motooka Nishi-ku, Fukuoka, JAPAN a sonoda@doc.kyushu-u.ac.jp Keywords: ultimate strength, pull-out load, anchor bolt, SPH Abstract The strength of an anchor bolt in concrete structure under pull-out load is usually designed by three possible failure modes such as fracture of anchor bolt, cone failure of concrete and bond failure between anchor bolt and concrete.
Ishibashi,: Experimental study on dynamic strength of chemical anchor bolt under pullout loading, Proceeding of the 56th Annual Conference the Japan Society of Civil Engineers, pp. 168-169, 2001.10 (2001) (in Japanese) [2] Ministry of Land, Infrastructure, Transport and Tourism, Seismic evaluation and retrofit, :The Japan Building Disaster Prevention Association, pp. 266-269, (2001) (Japanese version) [3] Eligehausen, R., Mallee, R., and Silva, J.