Comparative assessment of the design of tubular elements according to offshore design standards and Eurocode 3

Author:

Manco Tiago1,Rigueiro Maria Constança2,Martins João Pedro1,da Silva Luís Simões1

Affiliation:

1. ISISE, Civil Engineering Department; University of Coimbra; Rua Luís Reis Santos - Pólo II 3030-788 Coimbra Portugal

2. ISISE, Civil Engineering Department; Polytechnic Institute of Castelo Branco; Av. Pedro Álvares Cabral 12 6000-084 Castelo Branco Portugal

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Idrus , A. Potty , N. Nizamani , Z. Tubular strength comparison of offshore jacket structures under API RP2A and ISO 19902. Perak, Malaysia 2010

2. HSE: Comparison of tubular member strength provisions in codes and standards. Offshore Technology Report 2001/084 UK 2001

3. Tuen , E. Structural resistance safety level in Eurocode versus Norsok and ISO. University of Stavanger, Faculty of Science & Technology Stavanger 2012

4. Steck , M. Comparison of international regulations with regard to the achieved bearing capacity of structural members Germanischer Lloyd Hamburg

5. ISO 19902: ISO 19902 - Petroleum and natural gas industries - Fixed Steel Offshore Structures 1 International Organization for Standardization Geneva 2007

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