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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 ...
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 ...
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 ...
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 ...
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. ...
Effects of mechanical uncertainties on dynamic properties of cross-laminated timber floors
(European Association for Structural Dynamics, 2020)
This paper investigates the effects of material properties (mass density, elastic and shear moduli) on dynamic properties of simply-supported CLT floors (natural frequencies, mode shapes and modal mass). Uncertainty ...
Out-of-plane behavior of decoupled masonry infills under seismic loading
(17th World Conference on Earthquake Engineering, 2020)
Masonry is used in many buildings not only for load-bearing walls, but also for non-load-bearing enclosure elements in the form of infill walls. Many studies confirmed that infill walls interact with the surrounding ...
Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes
(International Symposium on Durrës Earthquakes and Eurocodes, 2020)
Reinforced concrete (RC) frame structural system is widely used for housing and commercial construction in urban areas around the world. Exterior and interior partitions are in the form of masonry infills, which are usually ...
Seismic behaviour of RC frames with uncoupled masonry infills having two storeys or two bays
(Brick and Block Masonry-From Historical to Sustainable Masonry: Proceedings of the 17th International Brick/Block Masonry Conference (17th IB2MaC 2020), 2020)
Reinforced concrete (RC) structures with masonry infills are widely used for several types of buildings all over the world. However, it is well known that traditional masonry infills constructed with rigid contact to the ...