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Consideration of Cover Layer of Concrete by Nonlinear Sectional Analysis KRCHNAK Michal1,a * and SOKOL Milan1,b 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-813 68 Bratislava, Slovakia amichal.krchnak@stuba.sk, bmilan.sokol@stuba.sk Keywords: sectional analysis, disturbed stress field model, DSFM, nonlinear analysis, cover layer, fibre method Abstract.
Guner, Performance Assessment of Shear-Critical Reinforced Concrete Plane Frames, PhD thesis, Department of Civil Engineering, University of Toronto, 2008
Vecchio, Disturbed Stress Field Model for Reinforced Concrete: Formulation, Journal of Structural Engineering, ASCE, vol. 126, no. 9, September, 2000, pp. 1070-1077
Walraven, Fundamental analysis of aggregate interlock, Journal of Structural Engineering, ASCE, vol. 107, no. 11, 1981, pp. 2245-2270
Vecchio, Disturbed Stress Field Model for Reinforced Concrete: Implementation, Journal of Structural Engineering, ASCE, vol. 127, no. 1, September, 2001, pp. 12-20.

Promentilla, Development of Geopolymer-Based Materials from Coal Bottom Ash and Rice Husk Ash with Sodium Silicate Solutions, Lecture Notes in Civil Engineering, 8 (2018) 402-410
Tan, A Fuzzy Programming Approach to Multi-Objective Optimization for Geopolymer Product Design, Computer Aided Chemical Engineering, 40 (2017) 1015-1020
Promentilla, Mechanical and Thermal Properties of Geopolymers from Mixtures of Coal Ash and Rice Hull Ash using Water Glass Solution as Activator, ASEAN Journal of Chemical Engineering, 15 (2) (2015), 51-61
Promentilla, Optimizing geopolymer-based material for industrial application with analytic hierarchy process and multi-response surface analysis, Chemical Engineering Transaction 45 (2015) 1147-1152
He, Geopolymerization of red mud and rice husk ash and potentials of the resulting geopolymeric products for civil infrastructure applications, Development in strategic materials and computational design II, The American ceramic society, (2011) 45-52

Study on Deformation-based Seismic Performance Index of Arch Dams Xiaowen Yaoa, Jianqun Jiangb College of Civil Engineering and Architecture, Zhejiang University, China axwyao.zju@gmail.com, bjianqun@zju.edu.cn Keyword: Arch dam, Performance Index, Earthquake, Nonlinear Abstract.
Pseudostatic methods of analysis are considered outdated and nonlinear dynamic analysis of concrete dams is gradually adopted by dam engineers.
Neither lessons from past earthquakes nor engineering practice all over the world can be used for reference to ensure the safety of such extra high arch dams subjected to strong ground shaking.
Westergaard: Transactions of the American Society of Civil Engineers, Vol. 98 (1933) No.2, p.418-433
Tinawi: Journal of Engineering Mechanics, Vol. 121 (1995) No.4, p.513-527.

Introduction A shaking table model test was carried out for a 53-story super tall-building in the State Key Laboratory for Disaster Reduction in Civil Engineering at Tongji University.
The State Key Laboratory for Disaster Reduction in Civil Engineering of Tongji University imported the MTS shaking table from MTS Cor.
Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China,2008
Earthquake Engineering and Structural Dynamics, 36 (4): 439-457
Proceedings of the Second International Conference on Advances in Experimental Structural Engineering (2AESE), 2007,Vol 2 : 362-371

Utilization of Vacuum-Formed Plastic Membranes for the Production of Lightened HPC Panels Jakub ŘEPKA1,2,a*, Tomáš VLACH1,2,b, Lenka LAIBLOVÁ1,2,c, Zuzana JIRKALOVÁ2,d and Petr HÁJEK1,e 1Building Structures, Faculty of Civil Engineering, CTU in Prague, 166 29 Prague, CZ 2University Center for Energy Efficient Buildings of CTU in Prague, 273 43 Buštěhrad, CZ arepka.jakub@cvut.cz, btomas.vlach@cvut.cz, clenka.laiblova@cvut.cz, dzuzana.jirkalova@cvut.cz, epetr.hajek@cvut.cz Keywords: Plastic Membrane, Vacuum-formed, High-performance Concrete, Textile Reinforcement.
The high-performance concrete used in this experiment was developed at the Department of Building Structures, Faculty of Civil Engineering, Czech Technical University in Prague.
Lightweight TRC Facade Panels with the LEDs, Key Engineering Materials, 760 (2018), 151-146, ISBN 978-3-0357-1240-7
Voss, Investigations on the Bearing Behaviour and Application Potential of Textile Reinforced Concrete, Engineering Structures, (2008) 2050-2056
Steinigen, Analysis of Textile-Reinforced Concrete Structures Under Consideration of Non-Traditional Uncertainty Models, Engineering Structures, 29 (2007) 3420-3431

Integrated Anchorage of Thin Façade Panels Made of Textile Reinforced Concrete ŘEPKA Jakub1,2,a*, VLACH Tomáš1,2,b, MARIAKOVÁ Diana1,2,c, JIRKALOVÁ Zuzana1,2,d and HÁJEK Petr1,e 1Depertment of Building Structures, Faculty of Civil Engineering, CTU in Prague, 166 29 Prague, CZ 2University Center for Energy Efficient Buildings of CTU in Prague, 273 43 Buštěhrad, CZ arepka.jakub@cvut.cz, btomas.vlach@cvut.cz, cdiana.mariakova@cvut.cz, dzuzana.jirkalova@cvut.cz, epetr.hajek@cvut.cz Keywords: façade panel, anchorage, textile reinforced concrete Abstract.
High-performance concrete mixture (Tab. 1) used for this experiment was developed at the Department of Building Structures, Faculty of Civil Engineering, CTU in Prague.
Hájek, Lightweight TRC Facade Panels with the LEDs, Key Engineering Materials, 760 (2018), 151-146, ISBN 978-3-0357-1240-7
Voss, Investigations on the Bearing Behaviour and Application Potential of Textile Reinforced Concrete, Engineering Structures, (2008) 2050-2056, ISSN 0141-0296
Steinigen, Analysis of Textile-Reinforced Concrete Structures Under Consideration of Non-Traditional Uncertainty Models, Engineering Structures, 29 (2007) 3420-3431, ISSN 0141-0296

Local Bond Behavior of FRCM Strengthening Systems: Some Considerations about Modeling and Response Ernesto Grande1,a*, Maura Imbimbo2,b and Elio Sacco2,c 1University Guglielmo Marconi, Department of Sustainability Engineering, via Plinio 44, 00193 Roma, Italy 2University of Cassino and Southern Lazio, Department of Civil and Mechanical Engineering, via G.
Introduction Nowadays, fiber reinforced composite materials are a consolidate reality in the field of civil engineering applications.
Imbimbo, The role of the adhesive on the bond behavior of SRPs applied on masonry supports: Experimental and numerical study, Key Engineering Materials. 624 (2015) 652-659
Sacco, Modeling and numerical analysis of the bond behavior of masonry elements strengthened with SRP/SRG, Composites Part B: Engineering. 55 (2013) 128-138

Experimental Design About Degradation Mechanism of CAM and Preliminary Experiment Results Li Jianzenga, Wang Jinfengb, Lin Jianping Department of Civil Engineering, College of Civil and Architectural Engineering, Zhejiang University, Hangzhou, P.
Railway Engineering. 2010 (9) 134-138
Railway Engineering. 2008 (2) 109-111
Journal of Wuhan University (engineering edition). 2008 (4) 69-72

Possibilities of Indirect Techniques for Prestressing Analysis of Existing Structures and Bridges MORAVCIK Martin1,a* and KRALOVANEC Jakub1,b 1Department of Structures and Bridges, Faculty of Civil Engineering, University of Zilina, Univerzitna8215/1, 010 26 Zilina, Slovakia amartin.moravcik@uniza.sk, bjakub.kralovanec@uniza.sk *corresponding author Keywords: Prestressing, Indirect techniques, Diagnostics, Bridges, Saw-cut method, Structural response method.
Testing of the Saw-cut method was performed in the laboratories of the Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina.
Numerical Analysis and Measurements Evaluation Due to the symmetry of the structure and load, the numerical nonlinear analysis was performed using the ATENA 2D software, Fig. 9 with support of time-dependent analysis (TDA) in the SCIA Engineer software.
Nowadays, engineers only guess the residual prestressing and presented analysis can provide a more accurate view of the real level of prestressing.
Engineering Structures; 2017

Simulation experimental research for the influence of embedded ratio on SMW’s working traits Wenzhao Chen1,a, Quanchen Gao2,b, Junshe Jiang1,c 1 School of Urban Construction, University of South China ,Hengyang ,421001,China 2School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China azzyy_5209@yahoo.com.cn,bgqc@cumtb.edu.cn,cjiangjuns@126.com Keywords: model test, back analysis, numerical simulation, embedded ratio, SMW.
Introduction The foundation pit's excavating and supporting has become one of the hot and difficult issues of soft soil Engineering.
Parameter inversion and model optimization: physical properties of the geotechnical engineering materials and its mechanical characteristics is extremely complex, and indoor test again influenced by many complicated factors such as sample disturbance, the stress path, stress history and stress level and so on .
Geotechnical Engineering Analysis with ABAQUS.
ABAQUS in Civil Engineering Applications.