LIVING BUILDINGS WITH STONE REINFORCED CONCRETE FLOORS
https://doi.org/10.26518/2071-7296-2017-4-5(56-57)-107-116
Abstract
The article presents the results of the study of the survivability of a multi-storey building in the event of an emergency failure of a load-bearing element of precast reinforced concrete floor. Carrying out of such researches is stipulated by norms of designing with the purpose of maintenance of safety of buildings and constructions and exception of progressive destruction of designs. In the course of the research, the analysis of possible failures of an individual slab of precast flooring was carried out, the impact force of the falling structure on the below-mentioned overlap was taken into account, taking into account the dynamic factor and the possibility of progressive destruction of the building was verified. A concrete case of a failure of a slab is considered as a result of emergency collapse of the cornice part of the external brick wall of a 5-storey residential building. The necessity of reserving the strength of the structure of overlap from hollow-core slabs is revealed. The backup function is performed by interplate connections from concrete keys, which are usually provided to ensure the rigidity of the discs of the floors and the stability of the building under the action of horizontal loads. The load-bearing capacity of typical concrete keys has not been evaluated by the method of Russian design standards under the effect of overlapping the emergency load with the intensity recommended by European standards for the design of buildings and structures. In the conclusions, the expediency of using structural ties of prefabricated ceilings with the purpose of excluding the progressive collapse of multi-storey buildings was noted.
About the Author
Yu. V. Krasnoshchekov
«SibADI»
Russian Federation
Doctor of Technical Sciences, Professor, Department of building structures
Russian Federation
Doctor of Technical Sciences, Professor, Department of building structures
References
1. Federalnyj zakon ot 25.12.2009. № 384-FЗ. Technicheskijl reglament o bezopasnosti zdanij I soorugenij. [The Federal Law of 25.12.2009. № 384-ФЗ. Technical regulations on the safety of buildings and structures].
2. GOST 27751-2014. Megdunarodnyj standart. Nadegnost stroitelnych konstrukzij i osnovanij. Osnovnye pologenija po raschetu. [Interstate standard. Reliability of building structures and foundations. Basic provisions for the calculation]. Moscov, Standartinform, 2015. 14 p.
3. Kranzfeld Ya.L. Ob odnoj raznovidnosti «osobych nagruzok» [On one variety of “special loads”]. Stroitelnaja mechanika I raschet soorugenij, 2013, no 4, pp. 86-87.
4. SP 20.13330.2016 “SNIP 2.01.07-85*. Nagruzki I vosdejstvija”. [SNIP 2.01.07-85*. Loads and effects]. Moscov, Minstroj Rosii, 2017. 80 p.
5. Perelmuter A.V. Izbrannye problem nadegnosti I bezopasnosti stroitelnych konstrukzij [Selected problems of reliability and safety of building structures]. Moscow. Izdatelstvo ASV, 2007. 256 p.
6. Starossek U., Wolff M. Design of collapse-resistant structures. JCSS and IABSE workshop on Robustness of structures, building research establishment, Garston, Watford, UK. 2005.
7. Abrams D.P. Consequence-based engineering approaches for reducing loss in mid-America. Conference on Apr 4, 2002 at Notre-Dame University. 2002.
8. Klyueva N.V., Bukhtiyarova A.S., Kolchunov S.I. Issledovanie givuchesti gelezobetonnych ramno-stergnevych prostranstvenych konstrukzyj v zapredelnych sostojanijach [Investigation of the survivability of reinforced concrete frame-rod spatial structures in extraneous states]. Promyshlennoe I gragdanskoe stroitelstvo, 2012, no 2, pp. 55-59.
9. Santa Fe Institute. Working definitions of robustness. Rs-2001-009 Edition. 2001.
10. Raiser V.D. K problem givuchesti zdanij I [To the problem of survivability of buildings and structures], Stroitelnaja mechanika I raschet soorugenij. 2012, no 5, pp. 77-78.
11. SP 205.1325800.2014. Nazionalnoe prilogenie. EN 1991-1-7:2006. Evrocod 1. Vozdejstvija na stroitelnye konstrukzii. Chast 1-7. Obshchie vozdejstvija. Sluchajnye vozdejstvija [National Annex. EN 1991-1-7: 2006. Eurocode 1. Effects on building structures. Part 1-7. General effects. Accidental effects].
12. Krasnoshchekov Yu.V. Nauchnye osnovy issledovanij vzaimodejstvija elementov gelezobetonnych konstrukzij [Scientific foundations of research on the interaction of elements of reinforced concrete structures]. Omsk. SibADI, 1997. 276 p.
13. De Biaggi B. Povyshenie g[vuchesti soorugenija s pomoshchju uslognenija konstruktivnych schem [Improving the survivability of a structure by complicating constructive schemes]. Vestnik TGASU. 2015, no 4, pp. 92-100.
14. Shiyanov S.M. Shepelina P.V., Kurantsov V.V., Kormilitsin A.I. O givuchesti nesushchich konstrukzij slognych technicheskich system [On the survivability of load-bearing structures of complex technical systems]. Dvojnyel technologii. 2013, no. 1 (67), pp. 17-19.
15. Kudishin Yu.I, Drobot. D.Yu. K voprosu o givuchesti stroitelnych konstrukzij [To the question of the survivability of building structures]. Stroitelnaja mechanika I raschet soorugenij. 2008, no 2, pp. 36-43.
16. Sventikov A.A. Ozenka progressirujushchego razrushenija prostranstvennych visjachih stergnevyh pokrytij [Estimation of the progressive destruction of the spatial hanging pivot coatings]. Stroitelnaja mechanika I raschet soorugenij. 2010, no 5, pp. 34-38.
17. Raiser V.D. Teorija nadegnosti soorugenij [Theory of the reliability of structures]. Moscow. Izdatelstvo ASV, 2010. 384 p.
18. Knoll F., Vogel T. Design for Robustness. International Association for Bridge and Structural Engineering Zurich.
19. Starossek U., Haberland M. Robustness of structures. International Journal of Lifecycle Performance Engineering. 2012, № 1, pp. 3-21.
20. Nazarov Yu.P., Gorodetsky A.S., Simbirkin V.N. K problem obespechenija g[vuchesti stroitelnych konstrukzij pri avarijnych vozdejstvijah [To the problem of ensuring the survivability of building structures during emergency]. Stroitelnaja mechanika I raschet soorugenij. 2009, no 4, pp. 5-9.
21. Krasnoshchekov Yu.V. Raschet karkasnogo zdanija na progressirujushchee obrushenie pri avarijnom otkaze kolonny [Calculation of a frame building for a progressive collapse in case of emergency failure of a column]. Stroitelnaja mechanika I raschet soorugenij. 2017, no 1, pp. 54-58.
22. Tikhonov I.N., Kozelkov M.M. Raschet I konstruirovanie gelezobetonnych monolitnych perekrytij zdanij s uchetom zashchity ot progressirujushchego obrushenija [Calculation and construction of reinforced concrete monolithic ceilings of buildings taking into account protection against progressive collapse]. Beton i gelesobeton, 2009, no 3, pp. 2-8.
23. Belyaev N.M. Soprotivlenie materialov [Resistance of materials]. Moscow. Nauka, 1965. 856 p.
24. Gulvanesyan Ch., Formici P., Kalgaro J.-A, Harding D. Rukovodstvo dlja proektirovshchikov k Evrokodu 1 [Guidance for designers to Eurocode 1: Impacts on structures. Standards EN 1991-1-1 and 1-3-1-7] Moscow. MGSU, 2011. 340 p.
25. Krasnoshchekov Yu.V. Prochnost I nadegnost shponochnyh chvov [Durability and reliability of keyways]. Vestnik SibADI, 2015, no. 3 (43). pp. 46-51.
26. SP 63.13330.2012. Betonnye I gelezobetonnye konstrukzii. Osnovnye pologenija. Aktualizirovannaja redakzija SNiP 52.01.2003 [Concrete and reinforced concrete structures. Basic provisions. Updated version of SNiP 52.01.2003]. Moscow. 2013. 156 p.
27. Rekomendazii po zashchite zdanij s nesushchimi kirpichnymi stenami pri chrezvychajnych situazijach [Recommendations for the protection of residential buildings with load-bearing brick walls in emergency situations]. Moscow. Moscomarchitectura. 2002. 14 p.
Review
For citations:
Krasnoshchekov Yu.V. LIVING BUILDINGS WITH STONE REINFORCED CONCRETE FLOORS. The Russian Automobile and Highway Industry Journal. 2017;56(4-5(56-57)):107-116. (In Russ.) https://doi.org/10.26518/2071-7296-2017-4-5(56-57)-107-116
Views:
869
Email this article 