Current practice and future development in modelling. analysis and design of steel semi-continuous frames

Giżejowski, M. A.; Barszcz, A. M.; Kozłowski, A.; Ślęczka, L.

Artykuł - szczegóły

Tytuł artykułu

Current practice and future development in modelling. analysis and design of steel semi-continuous frames

Autorzy

Giżejowski M. A. , Barszcz A. M. , Kozłowski A. , Ślęczka L.

Wybrane pełne teksty z tego czasopisma

Identyfikatory

Warianty tytułu

Obecna praktyka i kierunki rozwoju w modelowaniu, metodach analizy i projektowania stalowych ram niepełnociągłych

Języki publikacji

Abstrakty

This paper is of the state-of-the-art nature presenting aspects of modelling, methods of analysis and the strategy used contemporary in indirect (component resistance based) and direct (system resistance based) limit states design of steel frame structures. General issues related to actions, components behaviour (joints and members) and structure behaviour are addressed for both noncyclic and cyclic action design, covering in particular modelling and analysis methods of Eurocode 3, the code that has recently been adopted in Poland as the national code. Methods of global analysis of steel frames that take into account local and global imperfections, as well as second order effects, starting from the simplest elastic analysis and ending with the most sophisticated advanced ultimate strength analysis methods are described. Aspects related to the utilization of described methods of analysis in indirect and direct limit state design methods are also focused on. It is highlighted, that the advanced ultimate strength analysis methods create the perspective future for design of steel structures because, by including second order effects, local and global imperfections, as well as the joint and member stilfness degradation, the structural ultimate state is directly related to the limit point on the structure load deflection characteristic. Structural engineers therefore do not need to check neither individual member stability criteria nor the joint performance. Conclusions towards engineering design practice are drawn.

Artykuł przedstawia stan wiedzy odnoszący się do zagadnień modelowania, metod analizy i strategii projektowania stalowych konstrukcji ramowych, zarówno w ujęciu pośrednim, bazującym na nośności elementów składowych ram, jak i w ujęciu bezpośrednim, bazującym na nośności całego ustroju. Omówiono ogólne zjawiska, związane z działaniem obciążeń monotonicznych i cyklicznych, z zachowaniem się części składowych ram (połączeń i elementów), jak i z zachowaniem się całych ustrojów. W szczególności opis obejmuje także zagadnienia modelowania i analizy ram wg Eurokodu 3 - normy projektowania konstrukcji stalowych, która została zatwierdzona ostatnio jako norma krajowa. Opisano stosowane rodzaje metod analizy, począwszy od najprostszych metod analizy sprężystej, a kończąc na metodach analizy zaawansowanej. Podkreślono ścisły związek pomiędzy stosowaną analizą a sposobem sprawdzania stanów granicznych ustrojów ramowych. Położono nacisk na zasady stosowania analizy zaawansowanej, która stanowi jedną ze współczesnych tendencji rozwoju konstrukcji stalowych. Pozwala ona na uwzględnienie imperfekcji lokalnych i globalnych, efektów drugiego rzędu, wpływu połączeń podatnych a jej wynikiem jest bezpośrednie sprawdzenie kryteriów stanów granicznych, bez konieczności pracochłonnego sprawdzania nośności poszczególnych elementów. Podano również zalecenia praktyczne do stosowania w obliczeniach inżynierskich.

Słowa kluczowe

modelling analysis design semi-continuous frame steelwork semi-rigid joint noncyclic behaviour cyclic modelling imperfections global analysis indirect design second order effects advanced analysis direct design

modelowanie analiza projektowanie rama stalowa rama niepełnociągła

Wydawca

Komitet Inżynierii Lądowej i Wodnej PAN
Politechnika Warszawska, Wydział Inżynierii Lądowej

Czasopismo

Archives of Civil Engineering

Rocznik

2008

Tom

Vol. 54, nr 1

Strony

73--128

Opis fizyczny

Bibliogr. 82 poz., il.

Twórcy

autor

Giżejowski M. A.

autor

Barszcz A. M.

autor

Kozłowski A.

autor

Ślęczka L.

University of Technology, Warszawa, Poland, m.gizejowski@il.pw.edu.pl

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Bibliografia

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bwmeta1.element.baztech-article-BTB2-0044-0114