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Приказ резултата 11-20 од 168
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 ...
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 ...
Basic kinematic analysis of rock slope using terrestrial 3D laser scanning on the M-22 highroad pilot site
(Taylor & Francis Group, London, 2013)
Terrestrial laser scanning has propelled recent advancements in rock slope engineering. Building models with millions of points to discretize an actual slope has provided resolutions which empower computerbased ...
Design and construction of a very lively bridge
(Topics in Dynamics of Civil Structures - Proceedings of the 31st IMAC, A Conference on Structural Dy, 2013)
In recent years, an increasing number of light structures has been reported to exhibit substantial vertical vibrations when exposed to pedestrian-induced dynamic loading. It is believed that pedestrians interact with lively ...
Tracking of Slow Moving Landslide by Photogrammetric Data - Case Study
(Taylor & Francis Group, 2012)
Aerial photography is a very powerful tool for monitoring of slow moving landslides over
periods lasting for decades. They offer a synoptic view of landslide morphology and activity changing at different time intervals.This ...
Governing parameter method for numerical integration of constitutive models for clays
(NUMGE 2018, 2018)
Governing Parameter Method (GPM) is robust, accurate and efficient method for stresses calculation from given strains within incremental inelastic analysis. GPM is implicit stress point algorithm and basic step is to express ...
The performance of bitumen mastics with the addition of fly ash
(CRC Press, London, 2015)
There are two potential uses of fly ash in asphalt mixtures: as a replacement of stone filler, or as a substitution for a certain percentage of bitumen. This paper focuses on the second option with the objective to investigate ...
08.49: Comparison of headed studs with perfobond shear connectors - experimental and numerical analysis
(ce/papers, 2017)
Different types of shear connectors which assure composite action between steel profile and concrete slabs have been developed during decades, considering different shapes, installation equipment and ...
Structural rehabilitation and stabilization of Smederevo fortress Tower 11
(MASE - Macedonian Association of Structural Engineers, Faculty of Civil Engineering, Skopje, Republic of Macedonia, 2017)
This paper presents the structural rehabilitation and stabilization of Tower 11 of Smederevo фortress. The tower is tilted for about 1.8 m towards its outer edge, that is, towards the surrounding vertical walls that it was ...
Glulam beams reinforced with internally positioned CFRP plates
(MASE - Macedonian Association of Structural Engineers, Faculty of Civil Engineering, Skopje, Republic of Macedonia, 2015)
In recent years the use of fiber reinforced polymer (FRP) composites for strengthening and repairing structural members has significantly increased. This paper presents an experimental study carried out in order to investigate ...