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Design for time dependant effects in precast concrete bridge girders made continuous with cast-in-place deck and diaphragm
(Czech Concrete Society, 2011)
There are many benefits when precast bridge girders are made continuous for live load, such as: lower costs, improved durability, improved structural integrity, improved ride quality, etc. Material nonlinearity of concrete ...
Free in-plane vibration of rectangular plates using spectral element method
(European Association for Structural Dynamics, 2014)
The development of the dynamic stiffness matrix for rectangular plate element undergoing in-plane vibration is presented in this paper. Gorman's superposition method is exploited to obtain the solution of the governing ...
Examination of the experience of biomorphic form materialized in urban design model
(Springer Verlag, 2019)
This research provides initial examination of the impact that biomorphic forms, implemented in public space as urban design model, has on its potential users. The methods, which were included in this research, was modeling ...
Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests
(SEDIF 2020 – 2nd International Conference on Seismic Design of Industrial Facilities, 2020)
Industrial facilities consist of the primary load-carrying structure and various process engineering components (secondary structures), which under seismic loading, may exhibit significant damage that may threaten their ...
Seismic performance of multiple-component systems in special risk industrial facilities
(17th World Conference on Earthquake Engineering, 2020)
Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of the process equipment and multiple and simultaneous release of hazardous ...
Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space
(7th International Congress of Serbian Society of Mechanics, 2019)
This paper deals with the analysis of the dynamic response of the flexible strip foundation resting on the surface of the soil. Plane strain steady state analysis is considered. The cross section of the foundation behaves ...
Solution of the two-dimensional thermoelasticity problem by the finite element method
(Swansea : Pineridge Press, 1985)
This paper deals with the method of solving two-dimensional thermoelasticity problems by FEM. A FORTRAN TRE (TheRmoElasticity) program was developed for solving such problems starting from the most general coupled theory ...
Innovative Ansätze für die Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk
(Erdbebeningenieurwesen und Baudynamik, 15. D-A-C-H Tagung, 2017)
Im Dezember 2016 wurde das EU-Forschungsprojekt INSYSME – Innovative Systems for Earthquake Resistant Design Masonry Enclosures in Reinforced Concrete Buildings – erfolgreich abgeschlosssen. Unter der Koordination der ...
Investigation of the seismic behaviour of infill masonry using numerical modelling approaches
(16th World Conference on Earthquake Engineering, 2017)
Masonry is a widely spread construction type which is used all over the world for different types of structures. Due to its simple and cheap construction, it is used as non-structural as well as structural element. In frame ...
Vertical Vibrations of 3D Structure Caused by Moving Load
(2012)
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load, including soil structure interaction. The dynamic system consists of two substructures, the soil and the ...