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Bohmian-Based Approach to Gauss-Maxwell Beams
(MDPI, 2020)
Usual Gaussian beams are particular scalar solutions to the paraxial Helmholtz equation,
which neglect the vector nature of light. In order to overcome this inconvenience, Simon et al.
(J. Opt. Soc. Am. A 1986, 3, 536–540) ...
Capturing dam geometry by Lidar and multibeam technology for visualization of structural deformations - Case study Dam Bečej
(Department of Surveying, Faculty of Civil Engineering, Slovak University of Technology in BratislavaCroatian Geodetic Society, ZagrebFaculty of Geodesy, University of Zagreb, Croatia, 2020)
Bečej Dam is a concrete dam on the Tisa River, which has been monitored since the 1980s through the monitoring of point-mark position vector changes on the dam body in 2D and 1D coordinate system. Conventional geodetic ...
Dynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Luka
(University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy, 2020)
This paper presents a dynamic behavior analysis of an old cable-stayed footbridge over river Vrbas in Banja Luka. Identification of modal parameters, of this prone to vibrations footbridge structure, was performed using ...
Monitoring active landslide at Umka settlement using UAV photogrammetry
(UNIVERSITY OF MONTENEGRO, FACULTY OF CIVIL ENGINEERING -THE 7th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING - SCIENCE AND PRACTICE", 2020)
The basic idea of the paper is to use UAV photogrammetry for monitoring landslide activities at Umka. The paper describes the monitoring of changes during one year. Two landslide epochs were studied at Umka in the spring, ...
A numerical verification of IPE-80 steel cantilever beam with bolted and welded splice connection joint
(THE 7th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING - SCIENCE AND PRACTICE" GNP 2020 – Kolašin, Montenegro, 2020)
The aim of this paper is to discuss numerical analysis and verification of experimentally tested bolted and weld splice connections in the commercial Abaqus software. The first step in verifying a numerical model with an ...
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 ...
Modal properties of the old suspension footbridge based on ambient vibration measurements
(THE 7th INTERNATIONAL CONFERENCE "CIVIL ENGINEERING - SCIENCE AND PRACTICE" GNP 2020 – Kolašin, Montenegro, 2020)
The paper presents study of dynamic properties estimation based on ambient vibration measurements of the old suspension footbridge over the river Vrbas in Banja Luka (in Šeher sub-area), Serbian Republic in Bosnia. Prone ...
Ausfachungen aus Ziegelmauerwerk in Stahlbetonrahmentragwerken unter Erdbebenbeanspruchung
(Mauerwerk, 2020)
Stahlbetonrahmentragwerke mit Ausfachungen aus Mauerwerk weisen nach Erdbeben häufig schwere Schäden auf. Gründe hierfür sind die Beanspruchungen der Ausfachungswände durch die aufgezwungenen Rahmenverformungen in Wandebene ...
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 ...