Searched for: subject%3A%22experimental%255C%2Btesting%22
(1 - 13 of 13)
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Tsetas, A. (author), Sánchez Gómez, S. (author), Tsouvalas, A. (author), van Beek, C. (author), Sadeghi Tehrani, F. (author), Kementzetzidis, E. (author), Pisano, F. (author), Elkadi, A.S.K. (author), Segeren, M.L.A. (author), Molenkamp, T. (author), Metrikine, A. (author)
A novel pile-driving technique, named Gentle Driving of Piles (GDP), that combines axial low-frequency and torsional high-frequency vibrations has been developed and tested recently. During the experimental campaign, several piles were installed onshore, making use of the GDP shaker. Besides those, a number of additional piles were installed...
conference paper 2020
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Šavija, B. (author), Zhang, H. (author), Schlangen, E. (author)
This work aims to understand deformation and fracture processes in blast furnace slag cement pastes made using CEM III/B which is commonly used in the Dutch infrastructure sector. First, based on our previous work on Portland cement pastes, a micromechanical model utilizing nanoindentation and X-ray computed tomography (CT) for input is...
journal article 2020
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Maljaee, Hamid (author), Ghiassi, B. (author), Lourenço, Paulo B. (author)
Near Surface Mounted (NSM) reinforcement is an interesting technique for seismic strengthening of masonry and historical structures. Despite having several advantages compared to conventional techniques, little attention has been given to understanding the involved mechanisms (such as bond behavior) in the performance of masonry components...
journal article 2018
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Matos, R. (author), Pinto, P. (author), Rebelo, C. (author), Veljkovic, M. (author), Simões Da Silva, L. (author)
Micropiles, which are small-diameter deep foundation solutions with diameters that can measure up to 300 mm, are often used to reinforce new and existing foundations. Their use in the foundations of structures with high eccentricity, such as wind towers when subjected to wind loads, may lead to more efficient and economical solutions. As the...
journal article 2018
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Santarsiero, Manuel (author), Bedon, Chiara (author), Louter, P.C. (author)
Laminated glass components are usually realized by bonding glass plates using interlayer polymers that develop adhesion forces during lamination. Recently, these adhesion forces have been used also to realize special adhesive connections for structural glass components and assemblies. The typical example of such a joining technique is...
journal article 2018
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Messali, F. (author), Esposito, R. (author), Jafari, S. (author), Ravenshorst, G.J.P. (author), Korswagen, Paul (author), Rots, J.G. (author)
In recent years, induced seismicity in the north of the Netherlands significantly increased. As a consequence, the seismic assessment of the built environment, which mainly consists of unreinforced masonry (URM) structures not designed for seismic loads, became of high relevance. Within this context, an extensive multiscale testing program has...
conference paper 2018
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Messali, F. (author), Skroumpelou, G. (author), Esposito, R. (author)
report 2017
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Marinangeli, L. (author), Alijani, F. (author), Hossein Nia Kani, S.H. (author)
In this paper a novel Active Vibration Control (AVC) strategy based on fractional-order calculus is developed. A fractional-order Positive Position Feedback (PPF) compensator is proposed to overcome the limitations of the commonly used integer-order PPF such as: frequency spillover, amplitude amplification in the quasi-static region of the...
journal article 2017
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Jafari, S. (author), Rots, J.G. (author), Esposito, R. (author), Messali, F. (author)
In the northern part of the Netherlands, The recent seismic activities have raised concerns about the behavior of unreinforced masonry structures which were not designed and constructed to resist seismic loading. The first step towards assessment of seismic behavior of masonry structures is to characterize the material properties. This...
journal article 2017
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Ravenshorst, G.J.P. (author), Messali, F. (author)
report 2016
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Ravenshorst, G.J.P. (author), Messali, F. (author)
report 2016
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Girão Coelho, A.M. (author), Bijlaard, F.S.K. (author)
The design of joints to European standard EN 1993 within the semi-continuous/partially restrained philosophy is restricted to steel grades up to S460. With the recent development of high performance steels, the need for these restrictions should be revisited. The semicontinuous joint modelling can be adopted as long as the joint develops...
journal article 2010
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De Winkel, G.D. (author)
Semi-rigid connections between I-section beams and tubular columns can be used economically for buildings and offshore structures. The lack of stiffening plates allows the fabrication of these connections in a cost effective way. Furthermore, by taking into account the connection strength and stiffness, the connections are also economically in...
doctoral thesis 1998
Searched for: subject%3A%22experimental%255C%2Btesting%22
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