Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Paul A. Frieze"'
Publikováno v:
Ocean Engineering. 142:458-469
Protection structures for FPSO (Floating Production Storage and Offloading) caissons should be sufficiently strong so as not to contact caisson pipes even when the protection structure is damaged by an impact by attendant vessels. In the present stru
Publikováno v:
Marine Structures. 71:102702
Plastic deformation of plates in steel deck structures under heavy vehicle or helicopter wheel loads is common in ships and offshore structures, and is therefore of significant interest to designers of ro-ro/cargo ships, helicopter-carrying ships and
Autor:
Paul A. Frieze
Publikováno v:
Marine Structures. 9:905-909
Publikováno v:
All Days.
Abstract This paper describes how the structural acceptance criteria in ISO 19905-1[ref. 1] were developed from those of SNAME T&R Bulletin 5-5A (5-5A) [ref.2]. T&R Bulletin 5-5A has all the acceptance criteria, includingstructural, geotechnical, on-
Autor:
Paul A. Frieze
Publikováno v:
Marine Structures. 7:213-230
The basis for model selection of two cylinders stiffened with flat-bar ring frames to be subject to external pressure is explained. Details of their fabrication are presented together with descriptions of the extensive pretest measurements undertaken
Publikováno v:
Volume 2: Structures, Safety and Reliability.
The paper presents a major benchmarking exercise to demonstrate the accuracy of the formulations for the ultimate strength of stiffened panels that had been proposed for inclusion in ISO TS 18072-2. The complete set of formulations addressed the ulti
Autor:
Paul A. Frieze
Publikováno v:
Volume 3: Materials Technology; Jan Vugts Symposium on Design Methodology of Offshore Structures; Jo Pinkster Symposium on Second Order Wave Drift Forces on Floating Structures; Johan Wichers Symposium on Mooring of Floating Structures in Waves.
The background and basis of the ISO 19902 tubular member strength formulations is described. Many of the simpler provisions were initially based on the then existing API RP 2A LRFD formulations whilst others reflected changes already in the API syste
Autor:
Paul A. Frieze
Publikováno v:
Marine Structures. 6:381-386
Publikováno v:
29th International Conference on Ocean, Offshore and Arctic Engineering: Volume 2.
Protection structures for FPSO caissons are required to be strong enough not to contact caisson pipes even when the protection structure is damaged by impact by attendant vessels. In the present structural design process, non-linear commercial packag