Identification of dynamic forces using group-sparsity in frequency domain

Autor: Rezayat, A. ^{a, ⁎}, Nassiri, V. ^c, De Pauw, B. ^{a, b}, Ertveldt, J. ^{a, d}, Vanlanduit, S. ^{a, e}, Guillaume, P. ^a

Publikováno v: In Mechanical Systems and Signal Processing March 2016 70-71:756-768

Operational modal analysis of flow-induced vibration of nuclear fuel rods in a turbulent axial flow

Autor: De Pauw, B. ^{a, b, c, ⁎}, Weijtjens, W. ^b, Vanlanduit, S. ^b, Van Tichelen, K. ^c, Berghmans, F. ^a

Publikováno v: In Nuclear Engineering and Design 1 April 2015 284:19-26

A perspective on liposomal amphotericin B (AmBisome®)

Autor: Richardson, M. ^{a, *}, de Pauw, B. ^b

Publikováno v: In Clinical Microbiology and Infection May 2008 14 Supplement 4:1-4

Verification of the energy flow analysis method as identification tool for damping in high-rise buildings

Autor: Talib, Ikram, Bronkhorst, Okke, Pruiksma, Jitse, Suiker, Akke, De Pauw, B., Leonetti, D., Snijder, H.H.

Publikováno v: Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019, 98-99
STARTPAGE=98;ENDPAGE=99;TITLE=Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019

Damping is an important parameter in the calculation of vibrations in high-rise buildings. This research presents a verification study of the Energy Flow Analysis as identification tool for damping in high rise buildings. The study investigates the m

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::9bf5a6a480ce703aebe74509746ea362
https://research.tue.nl/nl/publications/347610a7-cd20-473d-9263-0f3bc61c53ce

Probabilistic approach to evaluate fatigue safety status in steel railway bridges

Autor: Hashemi, Bahman, Maljaars, Johan, Snijder, Bert, De Pauw, B., Leonetti, D., Snijder, H.H.

Publikováno v: Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019, 36-37
STARTPAGE=36;ENDPAGE=37;TITLE=Proceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019

Adequacy of the Eurocode’s partial factor for fatigue design of steel joints in railway bridges is investigated in this study. The main uncertain parameters on the load side of the limit state function are studied and their influences on the reliab

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::aeebca70a7f6135d3be5b326be1878d8
https://research.tue.nl/nl/publications/a6e4ed2e-b09d-4ba2-970e-31bc3cd22cfd