Research and standards on progressive collapse of steel building under abnormal loads

Olga Burukhina, Mikhail Ananin

Аннотация


The phenomenon of progressive collapse of building structures is an important focus in construction design. After the chain destruction of the Ronan Point in 1968, a range of studies were directed on the causes establishment of the appearance of progressive collapse and methods of protection against them. Trigger accident events contributed to damage have a different nature and are referred to as abnormal loading. The performance of the building collapse is also in depending on the construction materials and the design schemes. Many scientists from different countries dealt with the challenges of progressive collapse. Their research has found application in modern building codes and regulations. This article provides a brief review of current analysis methods for progressive collapse of steel structures under abnormal loads, as well as Russian and foreign standards related to this academic field.


Полный текст:

Статья в формате PDF

Литература


GOST 27751–2014. Nadezhnost’ konstruktsiy i fundamentov. Obshchiye printsipy. [State Standard 27751–2014. Reliability for constructions and foundations. General principles]. Moscow, JSC Research Center of Construction Publ., 2014. 13 р. (In Russ.).

Minimum design loads for buildings and other structures. ASCE 7, 10. Virginia, Reston, 2010.

The implications of the report of the inquiry into the collapse of flats at Ronan point. London, Prentice-Hall Inc., 1969.

SP 296.1325800.2017. Zdaniya i sooruzheniya. Osobyye vozdeystviya [Code of practice 296.1325800.2017. Housing and Utilities Sector. Buildings and structures. Accidental actions.]. Moscow, 2017. 23 р. (In Russ.).

Kudishin Yu. I., Drobot D. Yu. K voprosu o zhivuchesti stroitel’nykh konstruktsiy [On the issue of survivability of building structures]. Structural mechanics and calculation of structures, 2008, vol. 217, pр. 36–43. (In Russ.).

Kulkova V. M., Belov V. V. Progressive collapse of bar metal structures: criteria and calculation methods. Magazine of Civil Engineering, 2007, vol. 35, chapter 1, pp. 123–124.

Khandelwal K., El-Tawil S., Sadek F. Progressive collapse analysis of seismically designed steel braced frames. J. of Constructional Steel Research, 2009, vol. 65 (3), рр. 699–708.

Prishchepa O. S., Karavayev A. V., Bushinskaya A. V., Timashev S. A. Resilience of high-rise RC buildings to dynamic impacts. IOP Conf. Series: Materials Science and Engineering, 2017, vol. 262, pp. 69–81.

Izzuddin B. A., Vlassis A. G., Elghazouli A. Y., Nethercot D. A. Progressive collapse of multi-storey buildings due to sudden column loss. Part I: Simplified assessment framework. Engineering structures, 2008, vol. 30 (5), pp. 1308–1318.

Krasnoshchekov Yu. V., Zapoleva M. Yu. Osnovy proyektirovaniya zdaniy i sooruzheniy [Fundamentals of design of buildings and structures]. Moscow, Infra-Engineering Publ., 2018. 317 p. (In Russ.).

Aydemirov K. R. Sostoyaniye problemy progressiruyushchego razrusheniya zdaniy i sooruzheniy, klassifikatsiya zadach i podkhody k ikh resheniyu [Stating the problems of the progressive destruction, approach to him and their decision]. Bulletin of the Dagestan State Technical University. Engineering Science, 2010, vol. 18, pp. 117–129. (In Russ.).

Posobiye po proyektirovaniyu zhilykh domov k SNiP 2.08.01–85 [Manual for the design of residential buildings to Construction Norms and Regulations 2.08.01–85]. Moscow, INGIL Research Center of Residence and Public Building, 1986. 13 p. (In Russ.).

Federal’nyy zakon «O promyshlennoy bezopasnosti opasnykh proizvodstvennykh ob”yektov» 116‑FZ [Federal Law On industrial safety of hazardous production facilities 116‑FL]. Moscow, 1997. (In Russ.).

SP 20.13330.2016. Nagruzki i vozdeystviya [Code of practice 20.13330.2016. Loads and actions]. Moscow, 2016. 12 p. (In Russ.).

SP 16.13330.2017. Stal’nyye konstruktsii [Code of practice 16.13330.2017. Steel structures. Design rules.] Moscow, 2017. 147 p. (In Russ.).

SP 294.1325800.2017. Konstruktsii stal’nyye. Pravila proyektirovaniya. [Code of practice 294.1325800.2017. The construction of steel. Design rules]. Moscow, 2017. 167 p. (In Russ.).

SP 385.1325800.2018. Zashchita zdaniy i sooruzheniy ot progressiruyushchego obrusheniya. Pravila proyektirovaniya [Code of practice 385.1325800.2018. Protection of buildings and structures from progressive collapse. Design rules. General principles.]. Moscow, 2018. 24 p. (In Russ.).

Rayzer V. D. Teoriya nadezhnosti zdaniy [Theory of Building Reliability]. Moscow, ASW Publ., 2010. 384 p. (In Russ.).

Efremian D. A., Sidorenko A. Yu. Zhivuchest’ stroitel’nykh konstruktsiy [Robutness of building structures]. Young Scientist, 2017, vol. 19, pp. 49–51. (In Russ.).

GSA Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, DC, 2003.

DoD. Design of buildings to resist progressive collapse. UFC 4–023–03, 2009.

DoD. Unified facilities criteria: design of buildings to resist progressive collapse. UFC 4–023–03, 2009.

AISC. Specification for Structural Steel Buildings. ANSI/AISC 360–16. Chicago, IL, 2003.

NIST. Best practices for reducing the potential for progressive collapse in buildings. 2007.

NIST. Best practices for reducing the potential for progressive collapse in buildings. 2007.

European Committee For Standardization. Eurocode 1 Actions on structures. Part 1–7. 2006.

BS 6399. Loading for buildings. Part 1. Code of practice for dead and imposed loads. British Standards Institute, 1996.

BS 5950. Structural use of steelwork in building. Part 1. Code of practice for design — Rolled and welded sections. British Standards Institute, 2000.

BS 8110. Structural use of concrete. Part 1. Code of practice for design and construction. British Standards Institute, 2000.

BS 5628. Code of practice for use of masonry. Part 1. Structural use of unreinforced masonry. British Standards Institute, 1978.

Androsova N. B., Vetrova O. A. Analiz issledovaniy I trebovaniy k zashchite zdaniy i sooruzheniy ot progressiruyushchego obrusheniya v normativnykh dokumentakh rossii i yevropeyskogo soyuza [The analysis of studies and requirements for the protection of buildings and structures against progressive collapse in regulatory documents of Russia and the European union]. Construction and reconstruction, 2019, vol. 81, pp. 85–96. (In Russ.).

Kim J., Kim T. Assessment of progressive collapseresisting capacity of steel moment frames. J. of Constructional Steel Research, 2009, vol. 65, pp. 169–179.

Mahin S., Malley J., Hamburger R. Overview of the FEMA/SAC program for reduction of earthquake hazards in steel moment frame structures. J. of Constructional Steel Research, 2002, vol. 58, pp. 511–528.

Kim T., Kim J., Park J. Investigation of progressive collapse-resisting capability of steel moment frames using push-down analysis. J. of Performance of Constructed Facilities, 2009, vol. 23, pp. 327–335.

Grierson D. E., Xu L., Liu Y. Progressive‐failure analysis of buildings subjected to abnormal loading. Computer‐Aided Civil and Infrastructure Engineering, 2005, vol. 20, pp. 155–171.

Kaewkulchai G., Williamson E. B. Beam element formulation and solution procedure for dynamic progressive collapse analysis. Computers & Structures, 2004, vol. 82, pp. 639–651.

Kim J., Park J. Design of steel moment frames considering progressive collapse. Steel and Composite Structures, 2008, vol. 8, pp. 85–98.

Tusnina V. M. Semi-rigid steel beam-to-column connections. Magazine of Civil Engineering, 2017, vol. 73, pp. 25–39.

Vasdravellis G., Baiguera M., Al-Sammaraie D. Robustness assessment of a steel self-centering moment-resisting frame under column loss. J. of Constructional Steel Research, 2018, vol. 141, pp. 36–49.

Yang B., Wang H., Yang Y., Kang S. B., Zhou X. H., Wang L. Numerical study of rigid steel beam-column joints under impact loading. J. of Constructional Steel Research, 2018, vol. 147, pp. 62–73.

Yang B., Tan K. H. Experimental tests of different types of bolted steel beam-column joints under a central-column-removal scenario. Engineering Structures, 2013, vol. 54, pp. 112–130.

Meng B., Zhong W., Hao J. Anti-collapse performances of steel beam-to-column assemblies with different span ratios. J. of Constructional Steel Research, 2018, vol. 140, p. 125–138.

Tavakoli H. R., Alashti A. R. Evaluation of progressive collapse potential of multi-story moment resisting steel frame buildings under lateral loading. Scientia Iranica, 2013, vol. 20, pp. 77–86.

Gerasimidis S., Baniotopoulos C. C. Steel moment frames column loss analysis: The influence of time step size. J. of Constructional Steel Research, 2011, vol. 67, pp. 557–564.

Song B. I., Giriunas K. A., Sezen H. Progressive collapse testing and analysis of a steel frame building. J. of Constructional Steel Research, 2014, vol. 94, pp. 76–83.

Vlassis A. G., Izzuddin B. A., Elghazouli A. Y., Nethercot D. A. Progressive collapse of multi-storey buildings due to sudden column loss. Part II: Application. Engineering Structures, 2008, vol. 30 (5), pp. 1424–1438.


Ссылки

  • На текущий момент ссылки отсутствуют.


(c) 2020 Russian Journal of Construction Science and Technology