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Nonlinear Analysis of FRP SRC Concrete Beams Le Zhou 1,a, Xiaoxing Liu 1,b, Ying Li 1,c, Dong Yan2,d 1School of Architecture & Civil Engineering, Shenyang University, Shenyang, China, 110044 2Liao Ning Tianwei Textile Research Architectural Design Group Co., Ltd, Shenyang, China,110044 azhoule0306@yahoo.com.cn, bliuxiaoxing86@163.com, cliying-1205@163.com, dyd160160@163.com Keywords: FRP sheet, SRC-beams, Non-linear analysis, Flexural capacity Abstract: On the basis of the theory of FRP sheet steel reinforcing concrete beams (SRC-beams), in order to better explore the force performance of FRP (Fiber Reinforce Plastic) steel reinforcing concrete beams, this paper analyzes the stress process simulation of the beam using the computer program of nonlinear analysis.
Introduction Compared with other reinforcement method FRP steel reinforced concrete structure has advantages of light weight, high strength, corrosion resistance and convenient for construction, etc and the application of FRP material is very extensive in civil engineering.

On the Construction Technology about Ancient Pagoda Foundations of China Hequn Li 1, a, Fan Zhang 2, b and Peipei Duan 3, c 1School of Civil Engineering and Architecture, Henan University, 475004, China 2School of Architecture of Zhengzhou University, 450001, China 3School of Civil Engineering and Architecture, Henan University, 475004, China alihequn65@sina.com,bzhfzzu@gmail.com,cqiongjie-2006@163.com Keywords: Construction Technology; Ancient Pagoda Foundations; Ramming Abstract: Foundations are vital of constructing pagoda.

., DSc.2,b, Kyzina Olga, PhD.3,c, Gazaryan Robert, Ph.D.4,d, 1,2,3.4 Moscow state university of civil engineering, 129337, Russia, Moscow, Yaroslavskoye shosse, 26 avitolch@gmail.com, bvolkov@mgsu.ru, ckuzinaolnik2009@yandex.ru, dgazaryan.robert@gmail.com Keywords: system «Man - Technology - Environment, MTE», reorganization processes, arrange-ment, disorganization, rearrangement, co-organization, infographic models, base cycle reorgani-zation, interaction in pair components - antipode of reorganization cycle, interaction in pair next components of reorganization cycle; process forming result of influence.
Module modeling and coordination of organizational and technological processes in building reorganization of civil objects.- Internet-magazine “World of science”.- 2013, issue 1.- http://mir-nauki.com/PDF/14TMN113.pdf [5] Volkov Andrey, Chulkov Vitaliy, Kazaryan Ruben, Sinenko Sergey Acting adaptation and human parity in the triad “Мan - Кnowledge - Metods” // Applied Mechanics and Materials Vols. 584-586 (2014) pp 2681-2684 © (2014) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/AMM.584-586.2681 [6] Volkov A., Vodnev N.
System engineering numerical representation of the quality parameters living and working environment.

Effect of Vertical Component of Earthquake on the Response of Pure-Friction Base-isolated Structures Wei Gu1, a, Xiaodong Wen 1, b, Wei Cai1, c and Bin Liu2, d 1School of Civil Engineering and Architecture, Ningbo University of Technology, China 315016 2College of Resources and Civil Engineering, Northeast University, China 110819 aguwei7005@163.com, bwenxd@nbut.cn, czlcaiwei@sina.com, dliubin@mail.neu.edu.cn, Keywords: Friction isolation, Vertical seismic action, Displacement, Time-history analysis Abstract.

A Joint of Ceramic Granite Mount by Threaded Anchor Studs in a Suspended Ventilated Facade Valentina Tusninaa, Alexey Emelyanovb and Olga Tusninac Moscow State University of Civil Engineering (MGSU) 129337, Russia, Moscow, Yaroslavskoe shosse, 26 avalmalaz@mail.ru, bsnegiri_emelianov@mail.ru, clazoltus@mail.ru Keywords: a suspended ventilated facade, ceramic granite cladding, threated anchor studs Abstract.
Magazine of Civil Engineering, No. 8 (43), 54–63 pp

., director of education and research centre “Water supply and waste water treatment”, Moscow state university of civil engineering, 129337, Russia, Moscow, Yaroslavskoye av.26 2 Specialist of the department of waste water treatment and aquatic ecology, Moscow State University of Civil Engineering, 129337, Russia, Moscow, Yaroslavskoe shosse, 26 a makishana@mgsu.ru, b yantsenov@mgsu.ru Keywords: waste water, biological treatment, biofilter, laboratory research Abstract: The article touches upon researches carried out with biofilters, describes stages of laboratory experiment and gives data and conclusions obtained on each of them.

Cooling and Thermal Insulating Effects in Layers of Roof Garden Dáša Sukopová1, a * 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic asukopova.d@.fce.vutbr.cz Keywords: Intensive Green Roof, Roof Garden, Permitivity, Cooling Effect, Thermal Insulation Effect, Photosythesis, Transpiration.
[3] M.Kutílek, V.Kuráž, M.Císlerová, Hydropedology.ČVUT,Faculty of Civil Engineering, Prague, 2004

Influence of the Extent of Fracture on the Resistance Against Chloride Penetration into Cementitious Composite Václav Veselý 1,3,a, Petr Konečný 1,b, Petr Lehner 1,c and Libor Žídek 2,d 1 VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural Mechanics, Ostrava, Czech Republic 2 Ditto, Laboratory of Building Materials 3 Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Brno, Czech Republic a vesely.v1@fce.vutbr.cz, b petr.konecny@vsb.cz, c petr.lehner@vsb.cz, d libor.zidek@vsb.cz Keywords: Cementitious composite, three-point bending test, sequential loading, effective crack, electrical resistivity, ultrasound pulse passing time.

Application of Multi-Criteria Optimization for Selection of Building Materials for New Buildings Marcela Haliřová1,a*, Eva Rykalová1,b, Zdeněk Peřina1,c and Marie Wolfová1,d 1 VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Building Constructions, Ludvíka Podéště 1875, Ostrava-Poruba, 708 33, Czech Republic amarcela.halirova@vsb.cz, beva.rykalova@vsb.cz, czdenek.perina@vsb.cz, dmarie.wolfova@vsb.cz Keywords: Multi-Criteria Decision Making, Partitions, Interior Construction.
Faculty of Civil Engineering, VŠB – Technical University of Ostrava.Volume VI, pp 108

Field testing of concrete members subjected to contact and adjacent blast Radek Hajek1,a, Martin Kovar1,b, Marek Foglar1,c*, Jiri Pachman2,d and Jiri Stoller3,e 1Faculty of Civil Engineering, Czech Technical University in Prague, Thakurova 2077/7, 166 29 Prague, Czech Republic 2Faculty of Chemical Technology, University of Pardubice, Doubravice 41, 532 10 Pardubice, Czech Republic 3Faculty of Military Technology, University of Defence, Kounicova 65, 612 00 Brno, Czech Republic aradek.hajek@fsv.cvut.cz, bmartin.kovar@fsv.cvut.cz, cmarek.foglar@fsv.cvut.cz, djiri@pachman.eu, ejiri.stoller@unob.cz Keywords: fibre reinforced concrete, high performance concrete, adjacent blast, contact blast Abstract.
Those attacks were aimed mostly at objects of technical and civil infrastructure, such as embassies, bridges, railway stations etc.
Conclusions from experimental testing of blast resistance of FRC and RC bridge decks, International Journal of Impact Engineering, 59, 18-28.