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Simplified design recommendations for beam-to-column joints according to Eurocode
(Eighth International Conference on ADVANCES IN STEEL STRUCTURES, 2015)
The design rules in EN 1993-1-8 (the Eurocode) for beam-to-column joints in steel frames with endplate are based on the component method. Generally, three different zones of the joint are considered: tension, shear and ...
Lossless Compression of Vibration Signals on an Embedded Device Using a TDE Based Predictor
(Kauno Technologijos Universitetas, 2016)
A lossless compression scheme for the data acquired from three-axial microelectromechanical (MEMS) accelerometer is presented. Time delay estimation (TDE) was applied in conjunction with differential pulse code modulation ...
Converging stepped spillway flow
(Taylor and Francis Ltd., 2016)
Wall deflection in supercritical flow induces standing waves which significantly influence the flow field close to the wall. This paper analyses the flow in the converging stepped spillway, using two scale-models with ...
Creep of recycled aggregate concrete: Experimental database and creep prediction model according to the fib Model Code 2010
(Elsevier Ltd, 2019)
Recycled aggregate concrete (RAC) is a promising solution to addressing the sustainability issues raised by concrete production. However, its long-term properties are not fully characterised, especially creep behaviour, ...
Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks
(American Society of Civil Engineers (ASCE), 2016)
Prefabricated steel and concrete composite decks are an interesting option to improve competitiveness and sustainability of the composite structures. Longitudinal shear connection is usually established by grouped headed ...
05.18: Maximum chord slenderness ratio of compressed stainless steel closely spaced built-up members
(CE/papers, Special Issue: Proceedings of Eurosteel 2017, 2017)
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 ...
Long-term behavior of continuous girders made from precast elements
(TTEM journal / Tecnics Technologies Education Management, 2014)
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 ...
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 ...