Go to:
Logótipo
Você está em: Start > Publications > View > Improved Seismic Design of Concentrically X-Braced Steel Frames to Eurocode 8
Publication

Improved Seismic Design of Concentrically X-Braced Steel Frames to Eurocode 8

Title
Improved Seismic Design of Concentrically X-Braced Steel Frames to Eurocode 8
Type
Article in International Scientific Journal
Year
2018
Authors
António Silva
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Luís Santos
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Tiago Ribeiro
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Journal
Vol. 8 No. 5
Pages: 1-26
ISSN: 1363-2469
Publisher: Taylor & Francis
Other information
Authenticus ID: P-00P-R0Q
Resumo (PT):
Abstract (EN): Seismic design of concentrically X-braced steel frames to Eurocode 8 entails several difficulties to practitioners, often resulting in excessively heavy structural solutions. The main objective of the research presented in this paper is to propose modifications to the existing provisions of the code aiming to achieve more efficient designs. A number of possible amendments to the European seismic code are examined, concerning the non-dimensional slenderness parameter and the homogenous dissipative behaviour criterion. It is found that the relaxation of the design criteria leads to identical frame behaviour in comparison to frames fully designed to Eurocode 8. © 2018, © 2018 Taylor & Francis Group, LLC.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 26
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same journal

Statistical characterization of structural demand under earthquake loading. Part 2: Robust estimation of the dispersion of the data (2012)
Article in International Scientific Journal
Xavier Romão; Aníbal Costa; Raimundo Delgado
Simulation of the cyclic behaviour of R/C rectangular hollow section bridge piers via a detailed numerical model (2004)
Article in International Scientific Journal
Rui Faria; Nelson Vila Pouca; Raimundo Delgado
Simplified Macro-Model for Infill Masonry Panels (2010)
Article in International Scientific Journal
Hugo Rodrigues; Humberto Varum; Anibal Costa
Seismic design approaches for panel zones in steel moment frames (2008)
Article in International Scientific Journal
J. M. Castro; F. J. Dávila-Arbona; A. Y. Elghazouli

See all (21)

Recommend this page Top
Copyright 1996-2024 © Faculdade de Arquitectura da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2024-09-01 at 02:26:11 | Acceptable Use Policy | Data Protection Policy | Complaint Portal