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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. ...
Performance of masonry buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)
(19th MASE Symposium, 2022)
In the period of one year, several moderate intensity earthquakes occurred in the Balkan Peninsula. It is interesting that among four significant earthquakes in this period of time, two with the same magnitude (Mw 6.4) ...
Continuous Composite Steel Concrete Beams with Partial Shear Connection
(8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021)
The paper presents the calculation of continuous composite steel-concrete
beams with a partial shear connection and ductile shear connectors. The algorithm for
determining the ultimate load as a function of shear resistance ...
Damage of masonry buildings during earthquakes and retrofitting and strengthening examples from practice
(12th International Conference Assessment, Maintanance and Rehabilitation of Structures, 2022)
Masonry buildings constitute a major fraction of the building stock in Serbia and other countries in the region, and they are highly exposed to the earthquakes and affected due to their vulnerability to seismic effects. ...
Elastic critical load of stiffened I-girders subjected to patch loading
(8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161, 2021)
Summary: The paper considers the elastic critical load of the isolated web plate and steel
I-girders subjected to patch loading. The girder without transverse stiffeners in the load
application zone, but with longitudinal ...
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 ...
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 ...
A Preisach Model for Monotonic Tension Response of Structural Mild Steel with Damage
(Budapest University of Technology and Economics, 2020)
This paper presents the new type of Preisach model that describes the elastoplastic behavior of structural mild steel under axial monotonic tension load with damage. Newly developed model takes into account elastic region, ...
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 ...
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 ...