DOI: https://doi.org/10.32347/2410-2547.2019.102.62-68

Providing of the vitality of steel frames of high-rise buildings under action of fire

Mykhailo Daurov, Artem Bilyk

Abstract


High-rise buildings are sensitive to progressive collapse – when the local destruction leads to the collapse of the entire building or disproportionately large part of it. Current Ukrainian norms are requiring the vitality of high-rise buildings under the action of unidentified factors and, since 2017, - under the action of fire, which is considered in this article.

Keywords


high-rise buildings; progressive collapse; threat; vitality; column; fire; steel structures

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References


Derzhavni budivelni normy. Budynky i sporudy. Proektuvannya vysotnykh zhytlovykh i hromadskykh budynkiv (State building standards. Building sandstructures. Design of high-rise residentia land public buildings): DBN V.2.2-24:2009. – (Valid from 2009-09-01). – К.: Minrehionbud Ukrayiny (Kyiv: Ministry of Regional Development, Construction and Housing and Communal Services of Ukraine), 2009. – 133 p. – (Derzhavni budivelni normy).(in Ukrainian)

DBN V.1.2-14:20ХХ (project, second edition). Zahalni pryntsypy zabezpechennya nadiynosti ta konstruktyvnoyi bezpeky budivel, sporud, budivelnykh konstruktsiy ta osnov (General principles of maintenance of reliability and constructive safety of buildings, structures, building constructions and bases). – К.: Minrehiobud Ukrayiny(Kyiv: MinistryofRegionalDevelopment, ConstructionandHousingandCommunalServicesofUkraine), 2017. – 81 p. – (Derzhavni budivelni normy). (inUkrainian)

EN 1991-1-7. Eurocode 1: Actions on structures - Part 4: Part 1-7: General actions – Accidental actions: EN 1991-1. - Brussels: Management Centre, 2006. - 69 p. - (European Standard).

EN 1991-1-2:2002. Eurocode 1: Actions on structures –Part 1-2: General rules – Actions on structures exposed to fire: EN 1991-1. - Brussels: Management Centre, 2002. - 61 p. - (European Standard).

EN 1993-1-2:2005. Eurocode 3: Design of steel structures –Part 1-2: General rules – Structural fire design: EN 1991-1. - Brussels: Management Centre, 2005. - 81 p. - (European Standard).

Calculation Of Steel Constructions For Fire Resistance In Accordance With The Eurocode 3. Practical guide to DSTU-NEN 1993-1-2: 2010/ K.V. Kalafat // Ukrainian Center for Steel Construction. – 2016. – 83p.

EN 1990:2002. Eurocode 0: Basis of structural design: EN 1990. - Brussels: Management Centre, 2002. - 119 p. - (European Standard).

EN 1993-1-1:2005. Eurocode 3: Design of steel structures –Part 1-1: General rules and rules for buildings: EN 1991-1. - Brussels: Management Centre, 2005. - 93 p. - (European Standard).

UFC 4-023-03. United Facilities Criteria (UFC). «Design of Buildings to Resist Progressive Collapse». Department of Defense USA. 2009.

Bilyk A.S., Kovalenko A.I. Porivnyannya metodiv rozrakhunku metalevykh karkasiv vysotnykh budivel na odynychnu zhyvuchist (Comparison of methods of analysis of steel frames high-rise buildings at single vitality) // Zbirnyk naukovykh prats Ukrayinskoho instytutu stalevykh konstruktsiy imeni V.M. Shymanovskoho. – Vypusk 16. – Kyyiv, Vydavnytstvo «Stal», 2015. – S. 30-40. (inUkrainian)

Bilyk A.S., Kovalenko A.I. Suchasni metody modelyuvannya prohresuyuchoho ruynuvannya budivel I sporud (Modern methods of progressive collapse simulation of building and structures) // Stroytelstvo. Materyalovedenye. Mashynostroenye. Seryya: Sozdanye vysokotekhnolohycheskykh ékokompleksov v Ukrayne na osnove kontseptsyy sbalansyrovannoho (ustoychyvoho) razvytyya. - Dn-vsk., HVUZ«PHASA», 2016. - Vyp. 87. - S. 35-41. (inUkrainian)

Bilyk A.S., Kovalenko A.I. Dynamichni zusyllya v kolonakh stalevykh karkasiv bahatopoverkhovykh budivel pry rozrakhunku na odynychnu zhyvuchist (Dynamic forces in the columns of high-rise steel frame buildings at single vitality analysis) // Resursoekonomni materialy, konstruktsiyi, budivli ta sporudy. – Rivne, NUVHP, 2016. - Vyp. 32. - S. 304-309.(inUkrainian)

Rinsha C, Biju Mathew. Progressive collapse analysis of steel frame structures // International Research Journal of Engineering and Technology. - Volume 4 – Tamilnadu: IRJET, 2017. – p. 1653-1655.

S. Jeyarajan, J.Y. Richard Liew, C.G. Koh. Progressive Collapse Mitigation Approaches for Steel-Concrete Composite Buildings // International Journal of Steel Structures. – Basel: KSSC and Springer, 2015. – Volume 15, Issue 1 .- p. 175-191.

Ru Liu, Buick Davison, Andrew Tyas. A study of progressive collapse in multi-storey steel frames // Structures Congress. – Reston: ACSE, 2005. – p. 1-9.

B.A. Izzuddin, A.G. Vlassis, A.Y. Elghazouli, D.A. Nethercot. Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework // Engineering Structures. - London: Elsevier, 2008.– Volume 30. – p. 1308-1318.

A.G. Vlassis, B.A. Izzuddin, A.Y. Elghazouli, D.A. Nethercot. Progressive collapse of multi-storey buildings due to sudden column loss—Part II: Application// Engineering Structures. - London: Elsevier, 2008.– Volume 34. – p. 1424-1438.

A.G. Vlassis, B.A. Izzuddin, A.Y. Elghazouli, D.A. Nethercot. Progressive collapse of multi-storey buildings due to failed floor impact // Engineering Structures. - London: Elsevier, 2008. – Volume 34. - p. 1522-1534.

M. Krishna Chaitanya. Progressive collapse of structures// International Journal of Mechanical Civil and Control Engineering. – Vengatapathy: International Institute of Scientific Research and technology, 2015. – p. 23-29.

North American steel contruction conference / Design of Steel Structures for Blast-Related Progressive Collapse Resistance. Ronald Hamburger, S.E., Andrew Whittaker, S.E. - Modern Steel Construction, 2004. – p. 1-4.

Yuxin Liu, Lei Xu, Donald E. Grierson. Influence of Semi-Rigid Connections and Local Joint Damage on Progressive Collapse of Steel Frameworks // Computer-Aided Civil and Infrastructure Engineering. – Ontario: Blackwell Publishing Inc., 2010. – p. 184-204.

Conference: XXIV Giornate italiane della Costruzione in Acciaio/ Ultimate Capacity Of Beam-To-Column Connections Under Bending And Axial Stresses. Florea Dinu, Dan Dubina, Ioan Mircea Marginean, Ioan Petran. – Torino: Research Gate, 2013. – p. 1-9.

Technical Contribution to the III International Seminaron The Use of Steel Structures in Civil Construction / The Ultimate Behaviour Of Composite Frames In Fire Conditions. Zhaohui Huang, Ian W. Burgess, Roger J. Plank. - Belo Horizonte: MG, Brazil, 2000. – p. 1-10.

Ruirui Sun, Zhaohui Huang, Ian Burgess. Progressive Collapse Analysis of Steel Structures under Fire Conditions // Engineering Structures. - London: Elsevier, 2012. – Volume 34. – p. 400-413.

Vidyadhar Angadi, Dr. S. B. Vanakudre. Fire Induced Progressive Collapse of Multi-storied Steel Structure // International Research Journal of Engineering and Technology. – Tamilnadu, IRJET, 2017. - Volume 4. - p. 1317-1323.

Anil Agarwala, Amit H. Varma. Fire induced progressive collapse of steel building structures: The role ofinterior gravity columns // Engineering Structures. - London: Elsevier, 2014. – Volume 58. – p. 129-140.

Tavakoli, H.R., Kiakojouri F. Threat-Independent Column Removal and Fire-Induced Progressive Collapse: Numerical Study and Comparison // Civil Engineering Infrastructures Journal. – Tehran: University of Tehran ,2015. - Volume 48 (1). - p. 121-131.

Sun, R., Burgess , I.W., Huang, Z. And Dong, G. Progressive faiuremodeling and ductility demand of steel beam-to-column connections in fire //Engineering Structures. – London: Elsevier, 2015.-Volume 89. - p. 66-78.

Bilyk S.I. Stiykist ploskoyi formy zhynu konsolnoyi dvotavrovoyi balky zi zminnoyu vysotoyu stinky za metodom Rittsa (Buckling of flatformbending of cantilever I-beam with variable height of a web by the method of Ritz) // Opirmaterialiv i teoriyasporud. – Kyiv, KNUBA, 2008. - Vyp. 82. - S. 146-153. (in Ukrainian)

Kryvenko O.P. Vplyv nahrivu na stiykist i vlasni kolyvannya sferychnoyi paneli pry zmini umov kombinovanoho zakriplennya konturu (The effect of heating on the stability and natural vibrations of a spherical panel with the changing combined fixation of the boundary) // Opir materialiv i teoriya sporud. – Kyiv, KNUBA, 2015. - Vyp. 96. - s. 48-65.(in Ukrainian)

Shkryl O.O. Vyznachennya koefitsiyentiv intensyvnosti napruzhen v dvovymirnykh tilakh pry temperaturnomu navantazhenni (Definition stress intensity coefficient two-dimensional bodies underthermal load) // Opirmaterialivtateoriyasporud. - Kyiv, KNUBA, 2014. - Vyp. 93. - s. 128-136. (in Ukrainian)

Kryvenko O.P. Vplyv poperednoho nahrivu ta zminy umov kombinovanoho zakriplennya konturu na stiykist i vlasni kolyvannya polohykh paneley pry diyi tysku (The effect of preliminary heating and combined fixation of theboundary on the stability and natural vibrations of panels underaction of pressure)// Opirmaterialiv i teoriyasporud. - Kyiv, KNUBA, 2016. - Vyp. 97. - s. 107-120. (in Ukrainian)


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