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Energy solar wall in low-energy apartment house Jiří Labudek1, a, Pavel Oravec 2, b 1VŠB – TU Ostrava, Faculty of Civil Engineering, Department 229 - Department of building environment and TZB, Ludvíka Podéště 1875/17, 708 33 Ostrava - Poruba, the Czech Republic 2 VŠB – TU Ostrava, Faculty of Civil Engineering, Department 225 - Department of Civil Engineering, Ludvíka Podéště 1875/17, 708 33 Ostrava - Poruba, the Czech Republic ajiri.labudek@vsb.cz, bpavel.oravec@vsb.cz, Keywords: Solar wall, Trombe wall, solar profit, accumulation core Abstract.

Evaluation of Durability of Mineral Wool Products Zhukov Alexey1,a, Bobrova Ekaterina2,b, Smirnova Tatiana3,c 1Professor, Department of Technology of composite materials and applied chemistry, National Research University Moscow State University of civil engineering, Moscow, Russia 2Doctoral student, Department Technology of composite materials and applied chemistry, National Research University Moscow state university of civil engineering, Moscow, Russia 3Post-graduate student, Department Technology of composite materials and applied chemistry, National Research University Moscow state university of civil engineering, Moscow, Russia alj211@yandex.ru, bmla-gasis@mail.ru, ctatyana.smirnova@rockwool.ru, Keywords: Mineral wool, Durability, Express method, Construction system, Service durability Abstract.

Safety Assessment of bridge structures under the random dense vehicle loads Hu boxue1,2; Zhang jianren1 ; Yin xinfeng1 ; Peng hui1 1School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha 410114, Hunan, China 2Hunan communications research institute, Changsha 410071, Hunan, China Key words: random dense vehicle load; bridge structures; reliability evaluation; combination factor Abstract: Based on the investigation of vehicle loads, the model of the random dense vehicle load was simulated, and three different degree dense vehicle loads were obtained with the simulated model.
Based on the design drawings, the simulated models were obtained using the Midas Civil-2010 software and shown in Fig.1.
Three different type bridge structures as the engineering basis, and three bridge structures was loaded by the simulated random loads as influence line method, the load effect of the maximal flexural moments and shearing forces at the mid-span were obtained under the designed load and the simulated loads, and thus the reliability evaluation of the three bridge structures were given.
China civil engineering journal,1997,30(5): 20-27

Yam2,b 1Department of Civil Engineering, South China University of Technology, State Key Laboratory of Subtropical Architecture Science, Guangzhou, PR China 2Department of Building and Real Estate, The Hong Kong Polytechnic University, Hong Kong ahwma@scut.edu.cn, bbsmyam@polyu.edu.hk Keywords: Connection, Seismic behaviour, Test, Shape memory alloy, Deformation capacity.
Recent research in the use of shape memory alloys (SMAs), in particular Nitinol, in civil engineering applications provides an alternate way for ensuring the ductility of the steel connections.
With these two extraordinary properties, SMAs have already found many successful applications in civil engineering [1-4].

Effect of modification of cement-bonded particleboards composition on their frost resistance Tomáš Melichar1, a, Jiří Bydžovský2,b and Vít Černý3,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of technology of building materials and components, Veveří 331/95, 602 00 Brno, Czech Republic 2 Brno University of Technology, Faculty of Civil Engineering, Institute of technology of building materials and components, Veveří 331/95, 602 00 Brno, Czech Republic 3 Brno University of Technology, Faculty of Civil Engineering, Institute of technology of building materials and components, Veveří 331/95, 602 00 Brno, Czech Republic amelichar.t@fce.vutbr.cz, bbydzovsky.j@fce.vutbr.cz, ccerny.v@fce.vutbr.cz Keywords: cement-bonded particleboard, composition, modification, frost resistance, waste.

Experimental Research on Shear of Interface between New and Old Concrete with Bond-in Reinforcement and Practical Calculation Li Li1,a111 , Zhenling Wang 2,b 1School of Architecture and Civil Engineering,Xihua University, Chengdu,China,610030 2School of Civil Engineering, Southwest Jiaotong University, Chengdu,China,610030 a79501348@qq.com, b wangzhenling@126.com Keywords: New and old concrete, shear property, bonding interface, bonded-in reinforcement Abstract: The shear property of bonding interface between new and old concrete with bonding-in reinforcement was researched.
:China Civil Engineering Journal(in Chinese). 2003,36(6):p.31 [3] Wang Zhenling, Lin Yongjun: J. of Southwest Jiaotong University(in Chinese). 2005,47(4) [4] Guo Jinjun: Study on new and old concrete bonding mechanics after high temperature [D].

The use of tailored micro-hydro system in micro-urban scale as a partial presumption for creating the autarchic micro-urban structures TKAC Stefan1,a, VRANAYOVA Zuzana2,b 1Department of Architecture and Building Constructions, Faculty of Civil Engineering, Technical University of Kosice, Vysokoskolska u. 4, 042 00 Kosice, Slovakia and College of Architecture and Urban Planning, Chung Hua University, No. 707, Sec.2, WuFu Rd., Hsinchu 30012 Taiwan R.O.C. 2Department of Building Technology, Faculty of Civil Engineering, Technical University of Kosice, Vysokoskolska u. 4, 042 00 Kosice, Slovakia astefan.tkac@tuke.sk, bzuzana.vranayova@tuke.sk Keywords: Energy, Renewable resources, Micro-Hydro, Water Turbines, Micro-Urban Abstract.
For the constant encouragement, support and advisement as well as to all the members of Technical University of Kosice, Faculty of Civil Engineering and partner university Chung Hua University, Taiwan R.O.C; Department of Architecture and Urban Planning.

The Influence of Different Fibres Ratio in the Cementitious Composite on Ballistic Resistance Jindřich FORNŮSEK1,a *, Michal MÁRA1,b and Romana LOVICHOVÁ1,c 1CTU in Prague, Faculty of Civil Engineering, Experimental Centre, Czech Republic ajindrich.fornusek@fsv.cvut.cz*, bmichal.mara@fsv.cvut.cz, cromana.lovichova@fsv.cvut.cz Keywords: Bulletproof, concrete, shooting, UHPFRC.
References [1] Czech Technical University in Prague, Faculty of Civil Engineering, Prague 6.
Faculty of Civil Engineering, Experimental Centre

The Stress Formula Of Soil Under Vertical Line Load Wancheng HE1, a, Guangfan LI1, b, Xiaofeng WU1, c, Xiaoliang Wang 1, d 1College of Civil Engineering & Architecture, Hainan University, Haikou 570228, PR China ahwc2693@yahoo.com.cn,bzs1728@yahoo.com.cn Cqingsongwxf@126.com, d609699538@qq.com Key words:The vertical line load; Additional stress in soil;Stress bubble Abstract.
Civil Engineering Rutgers University of New Jerser, 1968

Production and Use of the Textile Reinforced Concrete Filip Vogel1, a 1Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Prague 6, Czech Republic afilip.vogel@fsv.cvut.cz Keywords: Textile reinforced concrete, cement matrix, textile reinforcement.
This combination of cement matrix and textile reinforcement is an innovative combination of materials for use in the civil engineering construction materials.
The special high performance concrete was developed at the Experimental Centre of the Faculty of Civil Engineering Czech Technical University in Prague.
Voss, Investigations on the bearing behaviour and application potential of textile reinforced concrete, Engineering Structures Volume 30, 2008, pp. 2050-2056, ISSN: 0141-0296 [2] Information on http://www.baunetzwissen.de [3] Information on http://www.tu-dresden.de [4] J.
Curbach, Bending load capacity of reinforced concrete slabs strengthened with textile reinforced concrete, Engineering Structures Volume 40, 2012, pp. 317-326, ISSN: 0141-0296 [10] A.