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Calculation of Impedance Functions by Usage of Integral Transform Method
(Građevinarstvo - Nauka i praksa, 2012)
In this paper the impedance functions of a stiff rectangular foundation laying on a half-space obtained with the help of the Integral Transform Method (ITM) are presented. ITM is an efficient method to calculate wave ...
Performance of reinforced concrete buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)
(3rd European Conference on Earthquake Engineering & Seismology, 2022)
Past earthquakes have affected millions of people whose lives changed within a minute, and caused damage or collapse of thousands of buildings and infrastructure systems. In many cases, earthquakes have long-term consequences. ...
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 ...
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 ...
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 ...
Applcation of generalized plasticity model in square CFT column analysis
(National Technical University of Athens, 2013)
In the paper, an efficient three-dimensional concentrated plasticity nonlinear beam-column element is used for the simulation of the response of square CFT columns. The element adopts the concept of the generalized plasticity ...
Impedance matrix for four adjacent rigid surface foundations
(European Association for Structural Dynamics, 2014)
In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on the viscoelastic halfspace is presented. The frequency dependent impedance matrix is developed using the integral transform ...
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 ...
Transient analysis of laminated composite and sandwich plates with embedded delaminations using GLPT
(European Association for Structural Dynamics, 2014)
Delamination is the most common damage type of laminar composites. It is of the great importance that perfect bonding between faces and the soft-core of sandwich plate remain intact under different types of dynamic loading. ...