Structural robustness of steel framed buildings subjected to accidental actions
Radosław Szczerba
Department of Building Structures; Faculty of Civil and Environmental Engineering; Rzeszow University of Technology (Poland)
Abstract
The approach of Eurocode 1 to accidental actions was briefly presented in the paper. These specific actions occur very rarely but due to their high intensity may result in the total collapse of the building. Together with the description of structural robustness requirements, accidental design situations were discussed in accordance with the Standard PN-EN 1991-1-7. Furthermore, the analysis of steel framed building was carried out. The analysis concerns removal of a column on the lowest storey and was executed with the use of Autodesk Robot Structural Analysis Professional 2013.
References
COST Action TU0601. Robustness of Structures: Final Report. Czech Technical University in Prague, Czech Republic. Prague 2011.
Google Scholar
Progressive Collapse Analysis and Design Guidelines for New Federal Offices Buildings and Major Modernization Projects. General Services Administration. June 2003.
Google Scholar
Unified Facilities Criteria (UFC). Design of Buildings to Resist Progressive Collapse. Department of Defense USA. UFC 4-023-03. 25 January 2005.
Google Scholar
PN-EN 1991-1-7:2008 Eurokod 1 - Oddziaływania na konstrukcje - Część 1-7: Oddziaływania ogólne. Oddziaływania wyjątkowe.
Google Scholar
PN-EN 1990:2004 Eurokod – Podstawy projektowania konstrukcji.
Google Scholar
Rawska-Skotniczy A. Obciążenia budynków i konstrukcji budowlanych według Eurokodów. PWN. Warszawa 2013.
Google Scholar
Woliński S. Defining of the structural robustness. Bulletin of The Polish Academy of Sciences. Technical Sciences, Vol. 61, No. 1, 2013.
DOI: https://doi.org/10.2478/bpasts-2013-0012
Google Scholar
Cywiński Z. Nowa właściwość konstrukcji- krzepkość (?). "Wiadomości Projektanta Budownictwa", nr 11/2006.
Google Scholar
Fragopol D.M. and Curly J.P. Effects of damage and redundancy on structural reliability. J. Structural Eng., 113 (7), 1533-1549 (1987).
DOI: https://doi.org/10.1061/(ASCE)0733-9445(1987)113:7(1533)
Google Scholar
Lind N.C. A measures of vulnerability and damage tolerance. Reliability Eng. & System Safety 48 (1), 1-6 (1995).
DOI: https://doi.org/10.1016/0951-8320(95)00007-O
Google Scholar
ISO Standard 19902. Petroleum and Natural Gas Industries- Fixed Steel Offshore Structures. 2008.
Google Scholar
Giżejowski M., Kwaśniewski L., Wierzbicki S., Juszczyk W. Bezpieczeństwo stalowych konstrukcji szkieletowych w aspekcie normalizacji projektowania w sytuacjach wyjątkowych. Inżynieria i Budownictwo nr 3/2014.
Google Scholar
MSB04 Wielokondygnacyjne konstrukcje stalowe. Część 4: Projekt Wykonawczy, Arcellor Mittal.
Google Scholar
Czach T. Projekt budynku szkieletowego odpornego na oddziaływania wyjątkowe. Praca magisterska. Politechnika Rzeszowska. Rzeszów 2012.
Google Scholar
Authors
Radosław SzczerbaDepartment of Building Structures; Faculty of Civil and Environmental Engineering; Rzeszow University of Technology Poland
Statistics
Abstract views: 243PDF downloads: 127
License
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.
Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.
