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Influence of Thermal Break Element Applied in Balcony Slab on internal surface temperature Peter Buday1,a, Rastislav Ingeli1,b*, Miroslav Čekon2,c 1Department of Building Structures, Slovak University of Technology, Faculty of Civil Engineering, Radlinského 11, 813 68, Bratislava, Slovak Republic 2Institute of Building Structures, Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00, Brno, Czech Republic apeter.buday@stuba.sk, brastislav.ingeli@stuba.sk, ccekon.m@fce.vutbr.cz Keywords: Thermal losses, thermal bridges, thermal conductivity, balcony slab, Isokorb, Simulations Abstract.

Study on CO2 Intensity Reduction Allocation of Construction Industry in East China Yihua Mao1,a, Jin Shao1,b and Yang Li1,c 1College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, 310058, China amaoyihua@zju.edu.cn, b283618267@163.com, c308935674@qq.com Keywords: East China, construction industry, CO2 intensity reduction allocation Abstract.
Energy consumption from production of building materials to building completion accounts for about 45% of the society's total energy consumption, and civil construction terminal energy consumption has accounted for about 27.6% of that[4].
Xiao: Systems Engineering-theory & Practice, Vol.12(2010),p.2244- 2253

Development of Epoxy Grout Containing Fine Waste from Production of Mineral Wool Board Insulation Jakub Hodul1,a*, Tomáš Žlebek1,b and Rostislav Drochytka1,c 1Brno University of Technology, Faculty of Civil Engineering, AdMaS Centre, Brno, Czech Republic a*hodul.j@fce.vutbr.cz, bzlebek.t@fce.vutbr.cz, cdrochytka.r@fce.vutbr.cz Keywords: Secondary raw material, Glass recyclate, Polymer grout, Epoxy resin, Compressive strength, Bending strength, Microstructure, Glass transition temperature.
Motavalii, Glass transition evaluation of commercially available epoxy resins used for civil engineering applications, Comp.

[11] Japan Society of Civil Engineering, JSCE-E 531, Test Method for Tensile Properties of Continuous Fiber Reinforcing Materials, Japan Society of Civil Engineering, Tokyo, Japan, 1995.

Magnesium Oxysulfate Fibercement GOMES Carlos Eduardo Marmorato1, a, CAMARINI Gladis2,b 1 School of Civil Engineering, Architecture and Urban Design, Department of Architecture and Construction, University of Campinas, Av.
Albert Einstein, 951 - POBox 6021 - CEP: 13083-852, Campinas, Sao Paulo, Brazil, 2 School of Civil Engineering, Architecture and Urban Design, Department of Architecture and Construction, University of Campinas, Av.

Safety Assessment of Slant Legged Rigid Frame Bridge based on Field Testing Yan Li 1,a, Hongtao Bi 2,b, Binghan Li 1,c, Yongjun Wang 1,d 1School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China, 150090 2Architecture and Civil Engineering, Harbin University of Science and Technology, Harbin, China, 150080 aliyan2011@hit.edu.cn, b bihongtao1984@163.com, cli.bh0210@gmail.com, dwangyongjun_0001@163.com Keywords: rigid girder bridge; static load test; reinforced concrete; calibration coefficient; loading-bearing capacity Abstract: The safety and load-bearing capacity of an in-service urban reinforced concrete slant leg rigid frame bridge over railway is assessed by field testing and finite element analysis.
a) Case 1 Field load arrangement b) Case 2 Field load arrangement c) Case 3 Field load arrangement Fig.11 The loading test process 3 The test result and numerical analysis 3.1 Analysis model for the bridge We use the MIDAS/Civil 2010 to build spatial finite element model of the bridge, the response analysis of the bridge under designed vehicle load and test load is performed with it.

Static-Dynamic Properties of Reactive Powder Concrete with Blast Furnace Slag Huang Hsing Pan1,a, Jen-Po Peng1,b, Yuh-Shiou Tai2,c and Chao-Shun Chang3,d 1Department of Civil Engineering, Kaohsiung University of Applied Sciences, Kaohsiung, Taiwan 2Department of Civil Engineering, ROC Military Academy, Kaohsiung, Taiwan 3Dept. of Construction Eng., Kaohsiung First University of Sci. & Technology, Kaohsiung, Taiwan apam@cc.kuas.edu.tw, bL656865@hotmail.com, cystai@cc.cma.edu.tw, dcschang@nkfust.edu.tw Keywords: Reactive powder concrete, Slag, Toughness, Seismic resistant property, Strain rate.

Experimental Study on the Hysteretic Performance of H-Beam to Square Tubular Column Connections with Diaphragm-through Xin Wan 1, a, Chao Li Author 2, b, Zhiming Liu3, c 1Architecture and Civil Engineering School, Inner Mongolia University of Science and Technology, Baotou, China 2Architecture and Civil Engineering School, Inner Mongolia University of Science and Technology, Baotou, China 3Baotou Seismological Bureau, Baotou, China axin.wan@126.com, b10382629@qq.com, cbt-yuchen@163.com Keywords: diaphragm-through connection; H-section beams; square steel tube; hysteretic performance; experimental study Abstract.

The characterization of porosity and frost resistance of concrete with fly ashes modified Halbiniak Jacek1 Langier Bogdan2 1Politechnika Częstochowska Wydział Budownictwa, Polska Częstochowa University of Technology, Faculty of Civil Engineering, Poland] 2Politechnika Częstochowska Wydział Budownictwa, Polska Częstochowa University of Technology, Faculty of Civil Engineering, Poland] 1halbiniak@wp.pl 2langier@op.pl Keywords: concrete, fly ash, air pores, freeze resistance Abstract.

Petersburg State Polytechnical University, Institute of Civil Engineering, Politechnicheskaya st. 29, 195251 St.
Monitoring of fill dam constructed in Ust-Luga on soft foundation soils (2012), Magazine of Civil Engineering, 4, pp. 1016, DOI: 10.5862/MCE.30.2