Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Arie Romeijn"'
Publikováno v:
Journal of Bridge Engineering. 15:269-278
A numerical model has been developed to investigate the dynamic characteristics of the Maglev system. Modeling of the guideway with the surface irregularity and modeling of the Maglev vehicle are described. Numerical simulations are performed in Simu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6db73dc2cd8f880dc3cac53243e61453
https://doi.org/10.1061/(asce)be.1943-5592.0000071
https://doi.org/10.1061/(asce)be.1943-5592.0000071
Publikováno v:
Steel Construction. 2:104-108
The deck plate of steel orthotropic bridges is loaded in fatigue by traffic. Increases in both the traffic intensity and the magnitude of the wheel loads have caused premature fatigue cracking of steel bridges in the Netherlands, mostly on very busy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bba2793dedf8b57e1d286fda9d358714
https://doi.org/10.1002/stco.200910014
https://doi.org/10.1002/stco.200910014
Publikováno v:
Journal of Constructional Steel Research. 65:395-407
This paper presents a basic parametric study on steel girders with trapezoidally corrugated webs having cut outs. A finite element analysis is carried out to investigate the effect of cut outs in corrugated webs. This FE-modelling is conceived in ANS
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1ba675212fec0c8127a670ea1263fe8
https://doi.org/10.1016/j.jcsr.2008.02.006
https://doi.org/10.1016/j.jcsr.2008.02.006
Autor:
Charalampos Bouras, Arie Romeijn
Publikováno v:
Journal of Constructional Steel Research. 64:1349-1356
A Finite Element Method model of a tension-tie arch bridge has been created in order to investigate the in-plane buckling length factor of the arches and to compare it with the corresponding value given by Eurocode 3. First a brief description of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d62531e75a4c409ca6ffad3346b5932
https://doi.org/10.1016/j.jcsr.2008.01.035
https://doi.org/10.1016/j.jcsr.2008.01.035
Autor:
Arie Romeijn
Publikováno v:
Stahlbau. 75:231-237
Einer der wichtigsten Entwurfsparameter fur Integralbrucken ist die waagerechte Verschiebung am Anschlus zwischen der Fahrbahnplatte und dem Widerlager. Integralbrucken gleichen Bewegungen des Oberbaus ohne konventionelle Dehnfugen oder Lager aus. Be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5ff0492b784af12ad979042f96bc2e4
https://doi.org/10.1002/stab.200610023
https://doi.org/10.1002/stab.200610023
Publikováno v:
Marine Structures. 15:157-173
Welded tubular connections exhibit significant stress concentrations at the weld vicinity, which may result in fatigue failure. Stress concentration factors (SCFs) in DT-joint are computed, based on an extensive finite element study. The present pape
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::416e1685592747b4eec0006a48878fd5
https://doi.org/10.1016/s0951-8339(01)00020-x
https://doi.org/10.1016/s0951-8339(01)00020-x
Publikováno v:
Journal of Structural Engineering. 126:1320-1330
The present paper concerns the calculation of stress concentration factors (SCFs) in steel multiplanar welded tubular double T- (DT-) connections, due to axial loads. SCFs are used for the predicti...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8922c74c777ec15b4f853e4d0ab118c8
https://doi.org/10.1061/(asce)0733-9445(2000)126:11(1320)
https://doi.org/10.1061/(asce)0733-9445(2000)126:11(1320)
Publikováno v:
Journal of Constructional Steel Research. 50:259-282
The present paper concerns the prediction of stress concentration factors (SCFs) of multi-planar welded tubular (CHS) XX-joints in steel structures. SCFs are used in the fatigue design of tubular joints for the calculation of the joint hot-spot stres
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93c39e0d281055a199bc3a499022bddc
https://doi.org/10.1016/s0143-974x(98)00244-2
https://doi.org/10.1016/s0143-974x(98)00244-2
Publikováno v:
IABSE Conference, Rotterdam 2013: Assessment, Upgrading and Refurbishment of Infrastructures.
This research aims to develop a new composite deck system for strengthening of orthotropic steel bridge decks. In order to increase the fatigue strength of welded components and static strength of the bridge deck, the deck plate is strengthened with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22fc27c26c9e24b5c895cfcc20621f2d
https://doi.org/10.2749/222137813806501425
https://doi.org/10.2749/222137813806501425
Publikováno v:
Bridge Maintenance, Safety, Management, Resilience and Sustainability: Proceedings of the Sixth International IABMAS Conference, Stresa, Lake Maggiore, Italy, 8-12 July 2012
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca9689fe4549275f37a2edbaf237874c
https://doi.org/10.1201/b12352-179
https://doi.org/10.1201/b12352-179
