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pro vyhledávání: '"Molenkamp, T."'
Foundation piles are often used to support offshore structures such as oil and gas platforms or offshore wind power generators. The pile installation process, which is a key step in the construction of many structures offshore, is hindered by a serio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::46ad4a9d5ab2b3a30959567ea3f0c9f4
Publikováno v:
Acta Mechanica, 233(4)
In the original publication, Eqs. (11) and (17) are published incorrectly, and this has been corrected as follows: (Formula presented.) The original article has been revised.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=narcis______::58cecdac78b59d4b3c3d5113d5521480
http://resolver.tudelft.nl/uuid:2cfa46ef-c425-48b6-a65d-442dcab01735
http://resolver.tudelft.nl/uuid:2cfa46ef-c425-48b6-a65d-442dcab01735
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Autor:
Tsetas, A., Sánchez Gómez, S., Tsouvalas, A., van Beek, C., Sadeghi Tehrani, F., Kementzetzidis, E., Pisano, F., Elkadi, A.S.K., Segeren, M.L.A., Molenkamp, T., Metrikine, A., Papadrakakis, M., Fragiadakis, M., Papadimitriou, C.
Publikováno v:
Scopus-Elsevier
EXPERIMENTAL IDENTIFICATION OF THE DYNAMIC BEHAVIOUR OF PILE-SOIL SYSTEM INSTALLED BY MEANS OF THREE DIFFERENT PILE-DRIVING TECHNIQUES: Athens, Greece, 23–26 November 2020, 2
EXPERIMENTAL IDENTIFICATION OF THE DYNAMIC BEHAVIOUR OF PILE-SOIL SYSTEM INSTALLED BY MEANS OF THREE DIFFERENT PILE-DRIVING TECHNIQUES: Athens, Greece, 23–26 November 2020, 2
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 onsh
Autor:
Tsouvalas, A., Molenkamp, T., Canny, Khairina, Kroon, D.P., Versluis, Marco, Peng, Y., Metrikine, A., Papadrakakis, M., Fragiadakis, M., Papadimitriou, C.
Publikováno v:
EURODYN 2020 XI International Conference on Structural Dynamics: Athens, Greece, 23–26 November 2020, 1
The paper establishes a computationally inexpensive method to deal with the dynamic response of liquid storage tanks subjected to seismic excitation including dynamic soil-structure interaction. The tank is modelled as a thin shell, the stored liquid
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Autor:
Zhang W; Key Laboratory of Advanced Optoelectronic Quantum Architecture and Measurements of Ministry of Education, Beijing Key Laboratory of Nanophotonics and Ultrafine Optoelectronic Systems, School of Physics, Beijing Institute of Technology, Beijing, 100081, China., Di F; Key Laboratory of Advanced Optoelectronic Quantum Architecture and Measurements of Ministry of Education, Beijing Key Laboratory of Nanophotonics and Ultrafine Optoelectronic Systems, School of Physics, Beijing Institute of Technology, Beijing, 100081, China., Zhang X; Key Laboratory of Advanced Optoelectronic Quantum Architecture and Measurements of Ministry of Education, Beijing Key Laboratory of Nanophotonics and Ultrafine Optoelectronic Systems, School of Physics, Beijing Institute of Technology, Beijing, 100081, China.
Publikováno v:
Advanced science (Weinheim, Baden-Wurttemberg, Germany) [Adv Sci (Weinh)] 2024 Nov 16, pp. e2408460. Date of Electronic Publication: 2024 Nov 16.
Autor:
Huang, Yao1 (AUTHOR), Yang, Chenwen2 (AUTHOR), Yuan, Weitao3 (AUTHOR), Zhang, Yuxuan1 (AUTHOR), Pan, Yongdong1 (AUTHOR), Yang, Fan1 (AUTHOR), Zhong, Zheng4 (AUTHOR), Zhao, Jinfeng1 (AUTHOR) jinfeng.zhao@tongji.edu.cn, Wright, Oliver B.5,6 (AUTHOR), Ren, Jie2 (AUTHOR) Xonics@tongji.edu.cn
Publikováno v:
Advanced Science. 9/25/2024, Vol. 11 Issue 36, p1-11. 11p.