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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 System for Earthquake Resistant Masonry Infill Walls
(16th European Conference on Earthquake Engineering, 2018)
Severe damages of masonry infill walls in reinforced concrete and steel frames have been observed after many earthquakes. Typically, masonry infill walls are loaded not just in-plane and out-of-plane but also simultaneously ...
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 ...
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 ...
Experimental investigation on the seismic performance of a multicomponent system for major-hazard industrial facilities
(Proceedings of the ASME 2021 Pressure Vessels & Piping Conference PVP 2021, 2021)
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 ...
Isogeometric based dynamic analysis of Bernoulli Euler curved beam subjected to moving load
(2020)
In this paper dynamic analysis of a curved Bernoulli – Euler beam subjected to a moving load is presented. Moving load is modelled as a single force with constant magnitude and direction, which moves along its trajectory. ...
Long-term behavior of composite concrete girders made continuous
(Precast Prestressed Concrete Institute, 2010)
Time-dependent effects play an important role in the design process of concrete structures. In order to predict time-dependant effects in concrete structures, engineers need reliable data for creep and shrinkage properties ...
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. ...
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 ...