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Experimental Investigation of the Tensile Properties of Ventilated Facade Cladding with Bonded Joints Pavel Liška1,a*, Jiří Šlanhof1,b, Barbora Nečasová1,c and Barbora Kovářová1,d 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology, Mechanization and Construction Management, Veveří 331/95, 602 00 Brno, Czech Republic aLiskaP1@study.fce.vutbr.cz, bslanhof.j@fce.vutbr.cz, cnecasova.b@fce.vutbr.cz, dkovarova.b@fce.vutbr.cz Keywords: Lightweight Cladding, Revitalization, Bonded Joints, Cement-bonded Particleboard, Aluminum Substructure Abstract.
[20] NEČASOVÁ, B.; LIŠKA, P.; ŠLANHOF, J., Determination of Bonding Properties of Wood Plastic Composite Facade Cladding, In the journal News in Engineering, ISSN 1339-4886, 2015
Brno: Brno University of Technology, Faculty of Civil Engineering, ISBN 978-80-214-5091- 2, 2015

Research Review of Impact of Double Skin Facade's Structural Factors on Cavity Heat Transfer Zhiyong Wang1, a, Tianyu Zhang1,b, Changrong Liu1, Shunfu Yang1, Na Cui1 1 Hunan University of Technology, Institute of Civil, Zhuzhou Hunan 412007, China azywang668@126.com, b492140369@qq.com Keywords: double Skin facade, cavity, structure factors, heat transfer.
Study on ventilation in double-skin facades by numerical simulation[J].Journal of Zhejiang University(Engineering Science),2005,39(1):46-50 [22] Teshome Edae Jiru, Tao Yong-X,Fariborz Haghighat.
Thermal performance study for external respiration double skin façade with interior sunshade blind [J].Guangdong Architecture Civil Engineering,2009,11:25-28 [34] L.De Giorgi, Bertola V,Cafaro E.
Applied Thermal Engineering,1998,18:1171-1187 [36] Puren Zhang, Xue Liu.

Determination of the Matrix-Fiber Cohesive Material Law of FRCM-Concrete Joints FOCACCI Francesco1,a, D’ANTINO Tommaso2,b* and CARLONI Christian3,c 1University eCampus, 22060 Novedrate (CO), Italy 2Department of Architecture, Built Environment, and Construction Engineering, Politecnico di Milano, 20133 Milano, Italy 3Department of Civil Engineering, Case Western Reserve University 10900 Euclid Ave, Cleveland, OH 44106, USA afrancesco.focacci@uniecampus.it, btommaso.dantino@polimi.it, cchristian.carloni@case.edu Keywords: cohesive material law (CML); FRCM; PBO; calibration.
Lee (Eds.), Service Life Estimation and Extension of Civil Engineering Structures, Woodhead Publishing, 2011: pp. 3–74. https://doi.org/10.1533/9780857090928.1.3

Multi-hazard assessment of steel hangar structures subjected to seismic and wind loads Remo CHIODI1,2,a, Domenico ASPRONE1, Filippo MAIMONE3, Andrea PROTA1, Francesco RICCIARDELLI4 1Department of Structural Engineering - University of Naples “Federico II”, Naples, Italy 2 2° Reparto Genio A.M. – Italian Air Force, Rome Ciampino, Italy 3 National Centre for Meteorology and Climatology – Italian Air Force, Pratica di Mare, Italy 4 DIMET - University of Reggio Calabria, Reggio Calabria, Italy aremo.chiodi@unina.it Keywords: multi-hazard assessment, steel hangars, incremental dynamic analysis, seismic fragility, wind hazard, wind fragility, performance-based wind engineering, Monte Carlo simulation Abstract The Italian wind climate is characterized by rather low annual average wind velocity, and moderately high extremes; on the other hand, Italy is one of the most seismic countries  in the Mediterranean area, both in terms of frequency and intensity of earthquake occurrences .
Thesis, Department of Civil Environment Engineering, Stanford University, p. 150
Journal of Wind Engineering and Industrial Aerodynamics. 41:44, pp. 485-496
Journal of Wind Engineering and Industrial Aerodynamics. 2, pp. 21-36
Journal of Wind Engineering and Industrial Aerodynamics. 23, pp. 259-271.

Pore-forming (air-entraining) additives are used for in-situ and precast reinforced concrete products and structures for normal and pre-stressed structures of industrial, civil, transport and hydrotechnical construction with the purpose of reception of concrete of high frost resistance of F300 and above.
Ginzburg, Scientific and Engineering Journal for Construction and Architecture. 1 (2014) 98-110
[3] Paweł Niewiadomski, Jerzy Hoła, Andrzej Ćwirzeń, “Archives of Civil and Mechanical Engineering”. 18(2018) 877-886
Mozalev, Scientific and technical journal “Journal of bridge engineering”. 1(2014). 19-24

Rapid Repair of Earthquake Damaged RC Interior Beam-Wide Column Joints and Beam-Wall Joints using FRP Composites Bing Li1, a and H.Y Grace Chua2, b 1 School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 2 School of Civil and Environmental Engineering, Nanyang Technological University, Singapore a cbli@ntu.edu.sg, bch0006ce@ntu.edu.sg Keywords: reinforced concrete beam-wide column joints; beam-wall joints; repair; strengthened; seismic; fiber-reinforced polymers Abstract.
Proceedings of the Seventh U.S National Conference on Earthquake Engineering, Boston (CD-ROM) 2002 [4] Antonopoulos, C.

.; 3.Universidade Estadual Paulista – FEIS/UNESP, Departamento de Engenharia Civil, Alameda Bahia 550, CEP 15385-000, Sul, Ilha Solteira, SP, Brazil.
In order to remove these pollutants from nature and give them proper ecological disposal, Civil Engineering attempts to incorporate these materials in their buildings to create another alternative to comply with Resolution 416/09 of CONAMA [9], about an ecological destination of waste tires in Brazil.
Thesis (Doctorate) – São Carlos Engineering School, USP - São Carlos, 2004
In Timber Engineering.

Analysis of Structural Parameters of Cable-Stayed Suspension Bridges Jing Qiua, Ruili Shenb, Huaiguang Lic and Xun Zhangd School of Civil Engineering, Southwest Jiao tong University, Chengdu, Sichuan, 610031, China aqj860609@163.com, brlshen@163.com, clihg@home.swjtu.edu.cn, dzhxunxun@126.com Keywords: Cable-Stayed Suspension Bridge; Structural Parameter; Structural Static and Dynamic Characteristic Abstract.
References [1] Rucheng Xiao, Lijun Jia, Erle Xue, Xiheng Luo, Limin Dai, Ledong Zhu and Haifan Xiang: China Civil Engineering Journal, Vol. 33, No. 5 (2000), p. 46-51 (In Chinese) [2] Fuyou Xu, Zhe Zhang, Cailiang Huang and Tianfei Li: Journal of China and Foreign Highway, China, Vol. 29, No. 1 (2009), p. 98-101 (In Chinese) [3] Rucheng Xiao and Haifan Xiang: Journal of Highway and Transport, China Vol. 12 No. 3 (1999), p. 43 (In Chinese) [4] Xinjun Zhang: International Journal of wind and structure, Vol. 10, No. 6 (2007), p. 533-542 [5] Croll.
A.: Journal of structural engineering, London, Vol. 75, No. 10 (1997), p. 173-175 [6] Maolin Tang: 3D geometric nonlinear analysis of long-span suspension bridge and its software development, Doctor’s degree dissertation, Reserved in Southwest Jiaotong University (2003) (In Chinese) [7] Xinjun Zhang: Journal of bridge construction, China, No. 2 (2008), p. 23 (In Chinese) [8] Guosheng Jin, Zijiang Yang and Yanhai Liu: Journal of Highway, China, No. 3 (2007), p. 80 (In Chinese) [9] Mengbo Zhou: Cable-stayed bridge handbook, China Communications Press, (2006) (In Chinese) [10] Ruili Shen, Shangying Xie and Jing Qiu: Conception in design of cable-stayed suspension bridge for 2th Humen bridge , The 19th China academic conference on bridges, 2010.

Test Analysis on Shear Resistance Performancebetween Rubber-Asphalt Waterproofing Adhesive Layers Zhengzhong Li 1, 2, 3,a, Jinghai Wu 1,b, Xiaoyan Song 1,c , 1 Tianjin Municipal Engineering Research Institute,China,Tianjin 2 College of Civil Engineering, Hebei University of Technology,China,Tianjin 3 Civil Engineering Technology Research Center of Hebei Province, China,Tianjin alizhengzhonglzz@163.com, bwujinghai@163.com, csongxiaoyan@163.com Keywords: shear resistance performance, rubber-asphalt, waterproofing adhesive layers, analysis Abstract.

Study on the Properties of Thermoplastic Resin-Based Carbon Fiber Composites Based on the Wrapping Method in the Art Design of Seating Suling Xue* School of Civil Engineering, Jiaozuo University, Henan Province,China, 454000 *xuesuling@jzu.edu.cn Keywords: Seat art design; Wrapping and wrapping method; Thermoplastic; Glycidyl ester; Carbon fiber; Resin matrix; Composite material.
Frontiers of Structural & Civil Engineering, 10(4) (2016) 445-455
High Voltage Engineering, 43(5) (2017) 1453-1459.