PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Rascet konstruktivnych sistem v osobych situaciach

Autorzy
Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
RU
Abstrakty
EN
Design strategies for defense of structural systems against progressive collapse. This paper presents design strategies for defense of structural systems against progressive collapse. Writing classification of progressive collapse types, terms and definitions and classification of buildings.
Rocznik
Tom
Strony
315--334
Opis fizyczny
Bibliogr. 49 poz., tab.
Twórcy
autor
  • Brestskij gosudarstvennyj techniceskij universitet
Bibliografia
  • 1.SNB 5.03.01-02 Betonnye i zelezobetonnye konstrukcii, Tipproekt, Mn.: 2003, 238 s.
  • 2.SNiP 2.01.07-85* Nagruzki i vozdejstvia, Stroiizdat, М.: 1985, 80 s.
  • 3.Rekomendacii po zascite monolitnych zilych zdanij ot progressiruuscego obrusenia. Moskomarchitektura, GUP NIAC, М.: 2005, 72 s.
  • 4.Rekomendacii po predotvrasceniu progressiruuscich obrusenij krupnopanel’nych zdanij. Moskomarchitektura, GUP NIAC, М.: 1999, 56 s.
  • 5.Rekomendacii po zascite zilych zdanij s nesuscimi kripicnymi stenami pri crezvycajnych situaciach. Maskomarchitektura. GUP NIAC, М.: 2002, 14 s.
  • 6.Rekomendacii po zascite vysotnych zdanij ot progressiruuscego obrusenia. Moskomarchitektura, GUP NIAC, М.: 2006, 60 s.
  • 7.MGSN 4.19-05. Proektirovanie vysotnych zdanij, GUP NIAC, М.: 2002, 98 s.
  • 8.STB ISO 2394 (ISO 2394). Оbscie principy obespecenia nadeznosti stroitel’nych konstrukcij (projekt) Bel NIIS, Mn.: 2007, 98 s.
  • 9.New York City Code (NYC), 1993.
  • 10.UFC-4-023-03 (Unified Facilities Criteria) - Design of Building to Resist Progressive Collapse, January, 2005/
  • 11.UFC3-340-01 Design and Analysis of Hardened Structures to Conventional Weapons Effect, Dep. of Defense, Washington, DC, 2002.
  • 12.UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, Dep. of Defense, Washington, DC, 2002.
  • 13.AСI 318-02, Building Code, Requirements for Structural Concrete, Farmington Hills, 2002.
  • 14.AСI 318-05, Building Code, Requirements for Structural Concrete, ACI, Farmington Hills, Michigan - 2005.
  • 15.ASCE 7-02 Minimum Design Loads for Buildings and Other Structures, ASCE, Reston, VA 20191-4400, 2000.
  • 16.BS5950-1:2000 Structural Use of Concrete, Part 1. Code of Practice for Design and Construction, 389 Cheswick High Road, London W4 4AL, 1998.
  • 17.EN 1992-1: 2001(Final draft, October, 2001) Eurocode - 2: Design of concrete structures – Part 1: General Rules and Rules for building - Brussels - 2001, October, 230 p.
  • 18.EN 1990:2001. Eurocode - Basis of structural design.
  • 19.ENV 1991-1: Eurocode 1 - Actions on Structuries, Part 1 - Basic of Design, Brussels, Belgium, 2003.
  • 20.Probabilistic Model Code (12th Draft): Part1 - Basis of Design - oint Committee of Structural Safety - JCSS - OSTL/DIA/VROU - 10-11-2000, 58 p.
  • 21.Swedish Board of Housing, Building and Planning - Boverket, 1994, Handbook on Vibration, Induced Deformations and Accidental Loads.
  • 22.General Services Administrations (GSA), Progressive Collapse Analisys and Design Guidelines for New Federal Office Buildings and Major Modernizations Projects; 2003.
  • 23.National Building Code of Canada (NBCC), part 4, Commentary C, National Research Council of Canada, Ottawa, Ontario, 1985.
  • 24.PCI Committee on Precast Concrete Bearing Wall Building to Withstand Abnormal Loads, PCI Journal, 21, 2, March-April, 18-51.
  • 25.Perel’muter A.V., O normirovanii urovna riska, Izvestia Orlovskogo gosudarstvennogo techniceskogo universiteta. Seria: Stroitel’stvo I transport 2007, N2/14(530), aprel’-iun’, 160-169.
  • 26.Perel’muter A.V., Vlianie neopredelennosti ischodnych dannych na ocenku proektnych resenij/ www. SCAD. Soft/
  • 27.Kudisin U., Drobot D., Zivucest’ konstruktivnych sistem v avarijnych situaciach, Metalliceskie zdania 2008, 1.
  • 28.Tur V.V., Markovskij D.M., Naznacenie ispytatel’nych koefficentov po rezul’tatam staticeskogo modelirovania. Stroitel’naa nauka i technika 2006, 5(9).
  • 29.Sergeev D.D., Kratkij obzor otceta ob avarii 22-etaznogo zilogo doma v Londone.Obzornaa informacia № 2,GlavAPU, М.: 1969.
  • 30.Razrabotka i issledovanie usoversenstvovannoj sistemy konstruktivnych svazej mezdu sbornymi elementami panel’nych z danij unificirovannoj konstrukcii s cel’u povysenia ich nadeznosti i ulucsenia techniko-ekonomiceskich charakteristik. Naucno-techniceskij otcet MNIITEP, sifr. NI-1696M, 1976.
  • 31.Report of the Inquiry into the Collapse of Flats at Ronan Point, Caning Town; MSO, 1968 (НИИС, перевод 18736).
  • 32.Ellingwood B.R., Load and Resistance Factor Criteria for Progressive Collapse Design, Georgia Institute of Technology, Atlanta, USA, 2005.
  • 33.Ellingwood B.R., Leyendecker E.V., Approaches for design against progressive collapse, J. Struct. Div., ASCE 1978, 104(3), 413-423.
  • 34.Ellingwood B.R., Acceptable rick bases for design of Structures, Progress in Struct. Engrg. and Mat. 2001, 3(2), 170-179.
  • 35.Stewart M.G., Melchers R.E., Probablistic risk assessment of engineering system, Chapman Hall, London 1997.
  • 36.Starossec U., Wolf M., Design of Collapse - resistant structure, ICSS and IA BSE Workshop on Robustness of Structure, 2005.
  • 37.Progressive Collapse Analysis and design guidelines for new federal office buildings and major modernization projects, June 2003, U. S. General Service Administration and Applied Research Associates.
  • 38.Milchers R.E., Structural reliability - analysis and prediction, John Wiley, 1999.
  • 39.National Workshop on Prevention of Progressive Collapse, the UK and European Regulation for Accidental Actions, D. B. Moore, 2002.
  • 40.Best Practices for Reducing the Potential for Progressive Collapse in Buildings/ NISTIR/B.R. Ellingwood, R. Smilowitz, D. Dusenberry, D. Duthinh, August, 2006.
  • 41.Wolinski S., Analiza ryzyka a niezawodnosc konstrukcji budowlanych, Inż. i Budownictwo 2006, 5, 270-274.
  • 42.Li H.X., Yen C.V.: Fuzzy Sets and Fuzzy Decisions - Making, CRC Press, Boca Raton, New York 1995.
  • 43.Bazant Z., Why did the World Trade Center Collapse - Simple Analysis, Journal of Engineering Mechanics/January 2002, 128, 1.
  • 44.Tur V.V., Tur A.V., Markovskij D.M., Osnovy proektnych strategij, primenaemych dla zascity zdanij ot progressiruuscego obrusenia, Stroitel’naa nauka i technika 2007, 6, 11-27.
  • 45.Park S., Efficient method for calculation of system reliability of a complex structure, International Journal of Solids and Structures 2004, 41, 4035-5050.
  • 46.Starossek U., Typology of progressive collapse, Engineering Structures 2007, 29, 9, 2302-2307.
  • 47.ТKP 45-3.02-108-2008. Vysotnye zdania. Stroitel’nye normy proektirovania, Tipproekt, Mn.: 2008, 178 s.
  • 48.EN 1991-1-7. General Actions - Accidental Actions.
  • 49.Vlassis G., Progressive collapse assessment of tall buildings, London 2009, 416 p.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-79fc755d-789e-49e8-9e97-b28c4aebba47
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.