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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 ...
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. ...
Development of frequency curves for cross-laminated timber (CLT) floors using dynamic stiffness method
(European Association for Structural Dynamics, 2020)
Cross-laminated timber (CLT) panels have an increasing market share and extensive application in civil engineering practice, as full size walls or floor structures. CLT provides a compelling alternative to the concrete and ...
Numerical Analysis of the Response of the RC Flat Slab Building under Seismic Action
(fib Symposium 2021, 2021)
Investigation of the behaviour of flat slab system has been intensified in the last years. Wide use of flat slab systems due to the fast construction and simplicity of formwork has as the results presence of flat slab ...
Influence of prior in-plane damage on the out-of-plane response of non-load bearing unreinforced masonry walls under seismic load
(COMPDYN 2021 - 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 2021)
Reinforced concrete frames with masonry infill walls are popular form of construction all over the world as well in seismic regions. While severe earthquakes can cause high level of damage of both reinforced concrete and ...
Vibrations of rectangular flexible foundation on halfspace
(EASD Procedia, 2020)
A semi-analytical method deals with vertical vibrations of a massive, flexible rectangular foundation smoothly jointed to an elastic, homogeneous halfspace is presented. The method is based on the solution in frequency ...
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 ...
Unfavorable imperfection shapes in steel plate girders for web local crippling
(Proceedings of the Annual Stability Conference Structural Stability Research Council Louisville, Kentucky, April 13-16, 2021, 2021)
The paper reports a numerical investigation and determination of unfavorable geometric imperfection shapes in steel plate girders subjected to concentrated compressive forces by means of the ultimate limit state. This load ...
Effects of prior in-plane damage on out-of-plane response of masonry infills with openings
(3rd European Conference on Earthquake Engineering & Seismology, 2022)
Masonry infill walls are the most traditional enclosure system that is still widely used in RC frame buildings all over the world, particularly in seismic active regions. Although infill walls are usually neglected in ...