vestnikcstroyВестник НИЦ «Строительство»Bulletin of Science and Research Center of Construction2224-94942782-3938АО «НИЦ «Строительство»10.37538/2224-9494-2022-1(32)-30-52vestnikcstroy-195Research ArticleНАУЧНЫЙ ПОТЕНЦИАЛ СТРОИТЕЛЬНОЙ ОТРАСЛИSCIENTIFIC POTENTIAL OF THE CONSTRUCTION INDUSTRYСейсмостойкость зданий из каркасно-обшивных конструкций с каркасом из стальных холодногнутых оцинкованных профилей: обзор и анализ современного состояния вопросаSeismic resistance of frame-cladding buildings having cold-formed galvanized steel construction: review and analysis of current statusГизятуллинИ. Р.GiziatullinI. R.

Гизятуллин Ильнур Раэлевич - заведующий сектором расчета сооружений (ЛССИМС).

2-я Институтская ул., д. 6, к. 1, Москва, 109428.

Ilnur R. Giziatullin - Head of Department, Department of Structural Engineering (LSSIMS), Research Institute of Building Constructions (TSNIISK) named after V. A. Koucherenko, JSC Research Center of Construction.

2nd Institutskaya str., 6, bld. 1, Moscow, 109428.

gizatullin1994@yandex.ruЦентральный научно-исследовательский институт строительных конструкций (ЦНИИСК) им. В.А. Кучеренко АО «НИЦ «Строительство»РоссияResearch Institute of Building Constructions (TSNIISK) named after V.A. Koucherenko, JSC Research Center of ConstructionRussian Federation2022060420223213052Copyright © Гизятуллин И.Р., 20222022Гизятуллин И.Р.Giziatullin I.R.Данная работа распространяется под лицензией Creative Commons Attribution 4.0.This work is licensed under a Creative Commons Attribution 4.0 License.https://vestnik.cstroy.ru/jour/article/view/195Введение

Введение. Рассмотрены особенности поведения, достоинства и недостатки различных типов каркасно-обшивных стеновых конструкций с каркасом из стальных холодногнутых оцинкованных профилей при действии на них нагрузок, моделирующих сейсмические воздействия. Показана актуальность исследования и обозначены проблемы, ограничивающие широкое распространение зданий из легких стальных тонкостенных конструкций (ЛСТК), возводимых в сейсмоопасных районах Российской Федерации.

Материалы и методы

Материалы и методы. Анализируются нормативные требования различных стран к расчету и проектированию зданий на основе каркасно-обшивных конструкций из ЛСТК, возводимых в сейсмоопасных районах, отечественные и зарубежные публикации с результатами ранее выполненных экспериментальных исследований. Использованы систематизация, структурный, сравнительный и сопоставительный анализы, теоретическое обобщение материалов, полученных при детальном анализе отечественных и зарубежных нормативно-технических документов, а также литературных источников, содержащих информацию о результатах экспериментальных исследований каркасно-обшивных конструкций зданий на основе ЛСТК при действии на них нагрузок, моделирующих сейсмические воздействия.

Результаты

Результаты. Представлен краткий обзор и анализ действующих отечественных и зарубежных нормативно-технических документов и результатов выполненных исследований в области расчета и проектирования зданий на основе каркасно-обшивных конструкций из ЛСТК, возводимых в сейсмоопасных районах. Рассмотрены и обобщены результаты последних достижений в области экспериментальных исследований несущих и ненесущих каркасно-обшивных конструкций зданий из ЛСТК, а также элементов соединений при действии на них нагрузок, моделирующих сейсмические воздействия, чтобы продемонстрировать текущий прогресс, проблемы и будущие направления исследований. Отмечены различия в действующих нормативно-технических документах США и Канады в части назначения коэффициентов редуцирования сейсмических нагрузок, а также отставание европейского и отечественного нормативного документа в части регламентации требований к расчету и проектированию зданий на основе каркасно-обшивных конструкций из ЛСТК, возводимых в сейсмических районах.

Выводы

Выводы. Представленные данные подтверждают необходимость теоретических и экспериментальных исследований, разработки и совершенствования нормативно-технических документов, которые позволят повысить надежность и механическую безопасность зданий на основе каркасно-обшивных конструкций из ЛСТК и значительно расширить их распространение в сейсмоопасных районах России.

Introduction

Introduction. The behaviors, advantages, and disadvantages of various types of frame-cladding buildings having cold-formed galvanized steel constructions under loads simulating seismic effects are considered. The paper stresses the relevance and demonstrates the problem of the widespread use of light gauge steel framing structures (LGSFS) in earthquake-prone areas in the Russian Federation.

Materials and methods

Materials and methods. Normative requirements in different countries for calculating and designing frame-cladding buildings having cold-formed galvanized steel constructions erected in earthquake-prone areas, as well as domestic and foreign literature, were analyzed, using structural, comparative, and matching analyzes, systematization, and theoretical generalization of obtained.

Results

Results. A brief review and analysis of current domestic and foreign standard technical documents, as well as research findings in the field of the calculation and design of frame-cladding buildings having cold-formed galvanized steel constructions erected in earthquake-prone areas, are presented. The recent advances in studying load-bearing and non-load-bearing frame-cladding cold-formed galvanized steel structures and joint elements under simulated seismic loads were reviewed and summarized in order to demonstrate current progress, challenges, and prospects for future research. Differences in current standard technical documents used in the USA and Canada concerning seismic load reduction coefficients, as well as the weaknesses of the European and domestic normative documents in terms of regulating requirements for calculating and designing frame-cladding buildings having cold-formed galvanized steel constructions, erected in seismic areas, were addressed.

Conclusions

Conclusions. The presented data confirm the necessity of theoretical and experimental research and development and improvement of standard technical documents. These documents will allow the reliability and mechanical safety of frame-cladding buildings having cold-formed steel constructions to be improved and their distribution in earthquake-prone areas of Russia to be significantly extended.

легкие стальные тонкостенные конструкциикаркасно-обшивные конструкциисейсмостойкостькоэффициент допускаемых поврежденийиспытанияэкспериментальные исследованияlight gauge steel framing structuresframe-cladding structuresseismic resistanceseismic force reduction factortestsexperimental studiesReferencesAllen D. History of cold-formed steel / D. Allen // Structure Magazine. - 2006 November. - P. 28-32.Allen D. History of cold-formed steel. Structure Magazine. 2006 November:28-32.Specification for the design of light gage steel structural members / American Iron and Steel Institute. -Washington, DC, 1946.American Iron and Steel Institute. Specification for the design of light gage steel structural members. Washington, DC; 1946.Winter G. Strength of thin steel compression flanges / G. Winter // Transactions of the American Society of Civil Engineers. - 1947. - Vol. 112, no. 1. - P. 527-554. https://doi.org/10.1061/TACEAT.0006092Winter G. Strength of thin steel compression flanges. Transactions of the American Society of Civil Engineers. 1947;112(1):527-554. https://doi.org/10.1061/TACEAT.0006092Winter G. Thin-walled steel for modern structures: Thirty years of industry-sponsored research at Cornell / G. Winter // Engineering: Cornell Quarterly. - 1972. - Vol. 7, no. 1. - P. 2-12.Winter G. Thin-walled steel for modern structures: Thirty years of industry-sponsored research at Cornell. Engineering: Cornell Quarterly, 1972;7(1):2-12. https://doi.org/http://hdl.handle.net/1813/2277Seismic design method for CFS diagonal strap-braced stud walls: Experimental validation / L. Fiorino, O. Iuorio, V. Macillo [et al.] // Journal of Structural Engineering. - 2016. - Vol. 142, no. 3. - 04015154. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001408Fiorino L., Iuorio O., Macillo V., Terracciano M.T., Pali T., Landolfo R. Seismic design method for CFS diagonal strap-braced stud walls: Experimental validation. Journal of Structural Engineering. 2016;142(3):04015154. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001408Macillo V. Seismic response of CFS shear walls sheathed with nailed gypsum panels: Experimental tests / V. Macillo, L. Fiorino, R. Landolfo // Thin Walled Struct. - 2017. - No. 120. - P. 161-171. https://doi.org/10.1016/j.tws.2017.08.022Macillo V., Fiorino L., Landolfo R. Seismic response of CFS shear walls sheathed with nailed gypsum panels: Experimental tests. Thin Walled Struct. 2017;120;161-171. https://doi.org/10.1016/j.tws.2017.08.022СП 260.1325800.2016. Конструкции стальные тонкостенные из холодногнутых оцинкованных профилей и гофрированных листов. Правила проектирования: введены в действие 04.06.2017. - Москва: Минстрой России, 2016. - 124 с.SP 260.1325800.2016. Thin-walled steel structures made of cold-bent galvanized profiles and corrugated sheets. Moscow: Ministry of Construction of Russia; 2016 (in Russian).СП 14.13330.2018. Строительство в сейсмических районах. Актуализированная редакция СНиП II-7-81*: утвержден приказом Министерства строительства и жилищно-коммунального хозяйства Российской Федерации от 24 мая 2018 г. N 309/пр и введен в действие с 25 ноября 2018 г. - Москва: Стандартинформ, 2018. - 115 с.SP 14.13330.2018. Construction in seismic areas. Updated version of SNiP II-7-81*. Moscow: Standartinform; 2018 (in Russian).Джинчвелашвили Г.А. Особенности применения легких стальных тонкостенных конструкций при строительстве зданий различного назначения в сейсмически активных регионах России / Г.А. Джинчвелашвили, А.В. Соснин // Сейсмостойкое строительство. Безопасность сооружений. - 2010. - № 3. - С. 57-61.Jinchvelashvili G.A., Sosnin A.V. Features of the use of light steel thin-walled structures in the construction of buildings for various purposes in seismically active regions of Russia. Seismostoikoe stroitel'stvo. Bezopasnost' sooruzhenii = Earthquake engineering. Constructions safety. 2010;(3):57-61 (in Russian).North American Specification for the Design of Cold-Formed Steel Structural Members [Electronic Resource]: AISI S100-16 / American Iron and Steel Institute (AISI). - Washington, DC, USA, 2016. - Mode of access: https://cfsei.memberclicks.net/assets/docs/publications/aisi-standards/aisis100-16s100-16-c_e_s.pdfAISI S100-16. North American Specification for the Design of Cold-Formed Steel Structural Members. -Washington, DC, USA; 2016. Available at: https://cfsei.memberclicks.net/assets/docs/publications/aisi-standards/aisis100-16s100-16-c_e_s.pdfNorth American Standard for Seismic Design of Cold Formed Steel Structural Systems: AISI S400-15 / American Iron and Steel Institute (AISI). - Washington, DC, USA, 2015.AISI. S400-15 North American Standard for Seismic Design of Cold Formed Steel Structural Systems. Washington, DC, USA; 2015.Min imim Design Loads for Buildings and other Structures: ASCE 7-10 / American Society of Civil Engineers. - Reston, VA, USA, 2010.ASCE 7-10. Minimim Design Loads for Buildings and other Structures. Reston, VA, USA; 2010.NBCC. National Building Code of Canada / National Research Council of Canada (NRCC). - Ottawa, ON, Canada, 2005.NBCC. National Building Code of Canada. Ottawa, ON, Canada: National Research Council of Canada (NRCC); 2005.EN 1998-1 Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings [Electronic Resource] / European Committee for Standardization. - Brussels, Belgium, 2004. - Mode of access: https://www.phd.eng.br/wp-content/uploads/2015/02/en.1998.1.2004.pdfEN 1998-1 Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings. Brussels, Belgium; 2004. Available at: https://www.phd.eng.br/wp-content/uploads/2015/02/en.1998.1.2004.pdfShear wall resistance of lightgage steel stud wall systems: Final technical report, prepared for national science foundation under grant No. R-8716-6263, Dec 1988 / S.A. Adham, V. Avanessian, G.C. Hart [et al.].Adham S.A., Avanessian V., Hart G.C., Anderson R.W., Elmlinger J., Gregory J. Shear wall resistance of lightgage steel stud wall systems. Final technical report, prepared for national science foundation under grant No. R-8716-6263, Dec 1988.Shear wall resistance of lightgage steel stud wall systems / S.A. Adham, V. Avanessian, G.C. Hart [et al.] // Earthquake Spectra. - 1990. - Vol. 6, no. 1. - P. 1-14. https://doi.org/10.1193/1.1585555Adham S.A., Avanessian V., Hart G.C., Anderson R.W., Elmlinger J., Gregory J. Shear wall resistance of lightgage steel stud wall systems. Earthquake Spectra. 1990;6(1):1-14. https://doi.org/10.1193/1.1585555Lateral performance of cold-formed steel-framed domestic structures / E.F. Gad, C.F. Duffield, G.L. Hutchinson [et al.] // Engineering Structures. - 1999. - Vol. 21, no. 1. - P. 83-95. https://doi.org/10.1016/S0141-0296(97)90129-2Gad E.F., Duffield C.F., Hutchinson G.L., Mansell D.S., Stark G. Lateral performance of cold-formed steelframed domestic structures. Engineering Structures. 1999;21(1):83-95. https://doi.org/10.1016/S0141-0296(97)90129-2Seismic response and engineering of cold-formed steel framed buildings / B.W. Schafer, D. Ayhan, J. Leng // Structures. - 2016. - Vol. 8, Part 2. - P. 197-212. https://doi.org/10.1016/j.istruc.2016.05.009Schafer B.W., Ayhan D., Leng J., Liu P., Padilla-Llano D., Peterman K.D., et al. Seismic response and engineering of cold-formed steel framed buildings. Structures. 2016;8(2):197-212. https://doi.org/10.1016/j.istruc.2016.05.009Computationally Efficient Fastener-Based Models of Cold-Formed Steel Shear Walls with Wood Sheathing / S.G. Buonopane, G. Bian, T.H. Tun, B.W. Schafer // Journal of Constructional Steel Research. - 2015. -Vol. 110. - P. 137-148. https://doi.org/10.1016/j.jcsr.2015.03.008Buonopane S.G., Bian G., Tun T.H., Schafer B.W. Computationally Efficient Fastener-Based Models of Cold-Formed Steel Shear Walls with Wood Sheathing. Journal of Constructional Steel Research. 2015;110:137-148. https://doi.org/10.1016/j.jcsr.2015.03.008Ayhan D. Cold-formed steel member bending stiffness prediction / D. Ayhan, B.W. Schafer // Journal of Constructional Steel Research. - 2015. - Vol. 115. - P. 148-159. https://doi.org/10.1016/j.jcsr.2015.07.004Ayhan D., Schafer B.W. Cold-formed steel member bending stiffness prediction. Journal of Constructional Steel Research. 2015;115:148-159. https://doi.org/10.1016/j.jcsr.2015.07.004Peterman K.D. Hysteretic Characterization of Cold-Formed Steel Stud-to-Sheathing Connections / K.D. Peterman, N. Nakata, B.W. Schafer // Journal of Constructional Steel Research. - 2014. - Vol. 101. -P. 254-264. https://doi.org/10.1016/j.jcsr.2014.05.019Peterman K.D., Nakata N., Schafer B.W. Hysteretic Characterization of Cold-Formed Steel Stud-to-Sheathing Connections. Journal of Constructional Steel Research. 2014;101:254-264. https://doi.org/10.1016/j.jcsr.2014.05.019I mpact of construction details on OSB-sheathed cold-formed steel framed shear walls / O. Liu, K.D. Peterman, C. Yu, B.W. Schafer // Journal of Constructional Steel Research. - 2014. - Vol. 101. - P. 114-123. https://doi.org/10.1016/j.jcsr.2014.05.003Liu O., Peterman K.D., Yu C., Schafer B.W. Impact of construction details on OSB-sheathed cold-formed steel framed shear walls. Journal of Constructional Steel Research. 2014;101:114-123. https://doi.org/10.1016/j.jcsr.2014.05.003Peterman K.D. Behavior of Full-Scale Cold-Formed Steel Buildings Under Seismic Excitations: Ph.D. Dissertation / K.D. Peterman; Johns Hopkins University. - Baltimore, Maryland, May 2014.Peterman K.D. Behavior of Full-Scale Cold-Formed Steel Buildings Under Seismic Excitations. Ph.D. Dissertation. Baltimore, Maryland; Johns Hopkins University; 2014.Leng J. Simulation of Cold-Formed Steel Structures: Ph.D. Dissertation / J. Leng; Johns Hopkins University. - Baltimore, Maryland, August 2015.Leng J. Simulation of Cold-Formed Steel Structures. Ph.D. Dissertation. Baltimore, Maryland; Johns Hopkins University; 2015.Characterizing Joist-Ledger Performance for Cold-Formed Steel Light Frame Construction / D. Ayhan, Y. Qin, S. Torabian, B.W. Schafer // Eighth International Conference on Advances in Steel Structures, Lisbon, Portugal, July 2015. - P. 22-24.Ayhan D., Qin Y., Torabian S., Schafer B.W. Characterizing Joist-Ledger Performance for Cold-Formed Steel Light Frame Construction. In: Eighth International Conference on Advances in Steel Structures; Lisbon, Portugal; July 2015. p. 22-24.Seismic Response and Engineering of Cold-Formed Steel Framed Buildings / B.W. Schafer, D. Ayhan, J. Lenga [et al.] // Structures. - 2016. - Vol. 8. - P. 197-212. https://doi.org/10.1016/j.istruc.2016.05.009Schafer B.W., D. Ayhan, Leng J., Liu P., Padilla-Llano D., Peterman K.D., et al. Seismic Response and Engineering of Cold-Formed Steel Framed Buildings. Structures. 2016;8:197-212. https://doi.org/10.1016/j.istruc.2016.05.009Peterman K.D. Experimental Determination of Base Shear from Full-Scale Shake Table Testing of Two Cold-Formed Steel Framed Buildings / K.D. Peterman, B.W. Schafer // Proc. of the 8th International Conference on Behavior of Steel Structures in Seismic Areas - STESSA 2015. Shanghai, China, July 1-4, 2015.Peterman K.D., Schafer B.W. Experimental Determination of Base Shear from Full-Scale Shake Table Testing of Two Cold-Formed Steel Framed Buildings. In: Proc. of the 8th International Conference on Behavior of Steel Structures in Seismic Areas - STESSA 2015; Shanghai, China; July 1-4, 2015.OpenSees modeling of cold formed steel framed wall system / G. Bian, D.A. Padilla-Llano, J. Leng [et al.] // Proc. of the 8th International Conference on Behavior of Steel Structures in Seismic Areas - STESSA 2015. Shanghai, China, July 1-4, 2015.Bian G., Padilla-Llano D.A., Leng J., Buonopane S.G., Moen C.D., Schafer B.W. OpenSees modeling of cold formed steel framed wall system. In: Proc. of the 8th International Conference on Behavior of Steel Structures in Seismic Areas - STESSA 2015; Shanghai, China; July 1-4, 2015.Behavior of steel-sheathed shear walls subjected to seismic and fire loads / M.S. Hoehler, C.M. Smith, T.C. Hutchinson // Fire Safety Journal. - 2017. - Vol. 91. - P. 524-531. https://doi.org/10.1016/j.firesaf.2017.03.021Hoehler M.S., Smith C.M., Hutchinson T.C., Wang X., Meacham B.J., Kamath P. Behavior of steel-sheathed shear walls subjected to seismic and fire loads. Fire Safety Journal. 2017;91:524-531. https://doi.org/10.1016/j.firesaf.2017.03.021Earthquake and fire performance of a mid-rise cold-formed steel framed building - test program and test results: rapid release (preliminary) report SSRP-2016/07 / X. Wang, T.C. Hutchinson, G. Hegemier [et al.]. - San Diego, CA, 2016.Wang X., Hutchinson T.C., Hegemier G., Gunisetty S., Kamath P., Meacham B. Earthquake and fire performance of a mid-rise cold-formed steel framed building - test program and test results: rapid release (preliminary) report SSRP-2016/07. San Diego, CA; 2016.Fiorino L. Shake table tests of a full-scale two-story sheathing-braced cold-formed steel building / L. Fiorino, V. Macillo, R. Landolfo // Engineering Structures. - 2017. - Vol. 151. - P. 633-647. https://doi.org/10.1016/j.engstruct.2017.08.056Fiorino L., Macillo V., Landolfo R. Shake table tests of a full-scale two-story sheathing-braced cold-formed steel building. Engineering Structures. 2017;151:633-647. https://doi.org/10.1016/j.engstruct.2017.08.056Campiche A. Numerical Modelling of CFS Three-Story Strap-Braced Building under Shaking-Table Excitations / A. Campiche // Materials. - 2021. - Vol. 14, no. 1. - 118. https://doi.org/10.3390/ma14010118Campiche A. Numerical Modelling of CFS Three-Story Strap-Braced Building under Shaking-Table Excitations. Materials. 2021;14(1):118. https://doi.org/10.3390/ma14010118.Characterization of cold-formed steel framed diaphragm response under in-plane loading and influence of non-structural gypsum panels / P. Latreille, V. Nikolaidou, C.A. Rogers, D.G. Lignos // CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures. - St. Louis, MO, USA, 2010. - P. 1.Latreille P., Nikolaidou V., Rogers C.A., Lignos D.G. Characterization of cold-formed steel framed diaphragm response under in-plane loading and influence of non-structural gypsum panels. In: CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures. St. Louis, MO, USA; 2010. p. 1.Characterization of cold-formed steel framed/woodsheathed floor and roof diaphragm structures / V. Nikolaidou, P. Latreille, C.A. Rogers, D.G. Lignos // 6th World Conference on Earthquake Engineering (16WCEE), Santiago, Chile, January 9-13, 2017. - Santiago, Chile: International Association of Earthquake Engineering, 2017. - P. 452.Nikolaidou V., Latreille P., Rogers C.A., Lignos D.G. Characterization of cold-formed steel framed/ woodsheathed floor and roof diaphragm structures. In: 6th World Conference on Earthquake Engineering (16WCEE), Santiago, Chile, January 9-13, 2017. Santiago, Chile: International Association of Earthquake Engineering; 2017. p. 452.Study of cold-formed steel floor systems under shear loadings / N. Baldassino, M. Bernardi, R. Zandonini, M. Zordan // Proceedings of the Eighth International Conference on Thin-Walled Structures (ICTWS 2018), Lisbon, Portugal, 24-27 July 2018.Baldassino N., Bernardi M., Zandonini R., Zordan M. Study of cold-formed steel floor systems under shear loadings. In: Proceedings of the Eighth International Conference on Thin-Walled Structures (ICTWS 2018); Lisbon, Portugal; 24-27 July 2018.Vieira L.C.M. Lateral stiffness and strength of sheathing braced cold-formed steel stud walls / L.C.M. Vieira, B.W. Schafer // Engineering Structures. 2012. - Vol. 37. - P. 205-213. https://doi.org/10.1016/j.engstruct.2011.12.029Vieira L.C.M., Schafer B.W. Lateral sti_ness and strength of sheathing braced cold-formed steel stud walls. Engineering Structures. 2012;37:205-213. https://doi.org/10.1016/j.engstruct.2011.12.029Peterman K.D. Hysteretic characterization of cold-formed steel stud-to-sheathing connections / K.D. Peterman, N. Nakata, B.W. Schafer // Journal of Constructional Steel Research. - 2014. - Vol. 101. -P. 254-264. https://doi.org/10.1016/j.jcsr.2014.05.019Peterman K.D., Nakata N., Schafer B.W. Hysteretic characterization of cold-formed steel stud-to-sheathing connections. Journal of Constructional Steel Research. 2014;101:254-264. https://doi.org/10.1016/j.jcsr.2014.05.019Swensen S. Behavior of screw and adhesive connections to gypsum wallboard in wood and cold-formed steel-framed wallettes / S. Swensen, G.G. Deierlein, E. Miranda // Journal of Structural Engineering. - 2016. -Vol. 142, no. 4. - E4015002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001307Swensen S., Deierlein G.G., Miranda E. Behavior of screw and adhesive connections to gypsum wallboard in wood and cold-formed steel-framed wallettes. Journal of Structural Engineering. 2016;142(4):E4015002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001307Ye J. Experimental study on shear behavior of screw connections in CFS sheathing / J. Ye, X. Wang, M. Zhao // Journal of Constructional Steel Research. - 2016. - Vol. 121. - P. 1-12. https://doi.org/10.1016/j.jcsr.2015.12.027Ye J., Wang X., Zhao M. Experimental study on shear behavior of screw connections in CFS sheathing. Journal of Constructional Steel Research. 2016;121:1-12. https://doi.org/10.1016/j.jcsr.2015.12.027Fiorino L. Experimental characterization of quick mechanical connecting systems for cold-formed steel structures / L. Fiorino, V. Macillo, R. Landolfo // Advances in Structural Engineering. - 2017. - Vol. 20, no. 7. -1098-1110. https://doi.org/10.1177/1369433216671318Fiorino L., Macillo V., Landolfo R. Experimental characterization of quick mechanical connecting systems for cold-formed steel structures. Advances in Structural Engineering. 2017;20(7):1098-1110. https://doi.org/10.1177/1369433216671318Experimental study on screwed connections for sheathed CFS structures with gypsum or cement based panels / L. Fiorino, T. Pali, B. Bucciero [et al.] // Thin-Walled Structures. - 2017. - Vol. 116. - P. 234-249. https://doi.org/10.1016/j.tws.2017.03.031Fiorino L., Pali T., Bucciero B., Macillo V., Teresa Terracciano M., Landolfo R. Experimental study on screwed connections for sheathed CFS structures with gypsum or cement based panels. Thin-Walled Structures. 2017;116:234-249. https://doi.org/10.1016/j.tws.2017.03.031Serrette R. Wood structural panel to cold-formed steel shear connections with pneumatically driven knurled steel pins / R. Serrette, D. Nolan // Practice Periodical on Structural Design and Construction. -2017. - Vol. 22. - 04017002. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000321Serrette R., Nolan D. Wood structural panel to cold-formed steel shear connections with pneumatically driven knurled steel pins. Practice Periodical on Structural Design and Construction. 2017;22:04017002. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000321.Experimental fragility analysis of cold-formed steel-framed partition wall systems / C. Jenkins, S. Soroushian, E. Rahmanishamsi, E. Maragakis // Proceedings of the Structures Congress 2015, Portland, OR, USA, 23-25 April 2015. - P. 1760-1773.Jenkins C., Soroushian S., Rahmanishamsi E., Maragakis E. Experimental fragility analysis of cold-formed steel-framed partition wall systems. In: Proceedings of the Structures Congress 2015; Portland, OR, USA; 23-25 April 2015. p. 1760-1773.Experimental fragility analysis of cold-formed steel-framed partition wall systems / C. Jenkins, S. Soroushian, E. Rahmanishamsi, E. Maragakis // Thin Walled Structures. - 2016. - Vol. 103. - P. 115-127. https://doi.org/10.1016/j.tws.2016.02.015Jenkins C., Soroushian S., Rahmanishamsi E., Maragakis E.M. Experimental fragility analysis of cold-formed steel-framed partition wall systems. Thin-Walled Structures. 2016;103:115-127. https://doi.org/10.1016/j.tws.2016.02.015Seismic performance of cold-formed steel wall systems in a full-scale building / X. Wang, E. Pantoli, T.C. Hutchinson [et al.] // Journal of Structural Engineering. - 2015. - Vol. 141, no. 10. - 04015014. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001245Wang X., Pantoli E., Hutchinson T.C., Restrepo J.I., Wood R.L., Hoehler M.S., et al. Seismic performance of cold-formed steel wall systems in a full-scale building. Journal of Structural Engineering. 2015;141(10):04015014. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001245Seismic performance evaluation of plasterboard partitions via shake table tests / G. Magliulo, C. Petrone, V. Capozzi [et al.] // Bulletin of Earthquake Engineering. - 2014. - Vol. 12. - P. 1657-1677. https://doi.org/10.1007/s10518-013-9567-8Magliulo G., Petrone C., Capozzi V., Maddaloni G., Lopez P., Manfredi G. Seismic performance evaluation of plasterboard partitions via shake table tests. Bulletin of Earthquake Engineering. 2014;12:1657-1677. https://doi.org/10.1007/s10518-013-9567-8Fiorino L. Evaluation of seismic dynamic behaviour of drywall partitions, facades and ceilings through shake table testing / L. Fiorino, B. Bucciero, R. Landolfo // Engineering Structures. - 2019. - Vol. 180. -P. 103-123. https://doi.org/10.1016/j.engstruct.2018.11.028Fiorino L., Buciero B., Landolfo R. Evaluation of seismic dynamic behaviour of drywall partitions, facades and ceilings through shake table testing. Engineering Structures. 2019;180:103-123. https://doi.org/10.1016/j.engstruct.2018.11.028Сейсмостойкость зданий из каркасно-обшивных конструкций с каркасом из стальных холодногнутых оцинкованных профилей / А.А. Бубис, И.Р. Гизятуллин, А.И. Доттуев, Т.В. Назмеева // Вестник НИЦ «Строительство». - 2021. - T. 31, № 4. - C. 98-109. https://doi.org/10.37538/2224-9494-2021-4(31)-98-109.Bubis A.A., Gizyatullin I.R., Dottuev A.I., Nazmeeva T.V. Earthquake resistance of buildings made of framesheathing structures with a frame made of cold-bent galvanized steel profiles. Vestnik NIC Stroitel'stvo = Bulletin of Science and Research Center of Construction. 2021;31(4):98-109 (in Russian). https://doi.org/10.37538/2224-9494-2021-4(31)-98-109

The authors declare that there are no conflicts of interest present.