PRACTICAL CALCULATION OF STABILITY TO PROGRESSIVE COLLAPSE OF A 10-STOREY RESIDENTIAL BUILDING WITH INCREASED PITCH OF TRANSVERSE LOAD-BEARING WALLS
Article Sidebar
Main Article Content
Abstract
The article presents the results of practical application of the "local" strength method in the linear static calculation of internal forces of structural elements with a modified calculation scheme and nonlinear analysis of cross-sections of structural elements of a panel residential building with an increased step of transverse walls and loop connections of adjacent floor slabs at platform joints.
The conducted study of the structural system of a 10-story 2-section multi-apartment residential building with a step of load-bearing walls of 6.4 m shows compliance with the requirements of regulatory documents for strength and stability in a normal design situation and against progressive collapse in a special design situation.
Article Details
This work is licensed under a Creative Commons Attribution 4.0 International License.
References
Sergeev, D. (1969). Kratkii obzor otcheta ob avarii 22-etazhnogo zhilogo doma v Londone. Obzornaya informatsiya № 2. M.: GlavAPU. (In Russ.).
Tur, V., & Markovskii, D. (2008). Strategiya upravleniya riskami progressiruyushchego obrusheniya pri proektirovanii zdanii i sooruzhenii. Vestnik Brestskogo gosudarstvennogo tekhnicheskogo universiteta, (1), 185–190. (In Russ.).
Tur, V.V. (2009). Otsenka riskov konstruktivnykh sistem v osobykh raschetnykh situatsiyakh. Vestnik Polotskogo gosudarstvennogo universiteta. Seriya F, Stroitel'stvo. Prikladnye nauki, (6), 2–14. (In Russ.).
Krasnoshchekov, Yu.V. (2017). Raschet karkasnogo zdaniya na progressiruyushchee obrushenie pri avariinom otkaze kolonny. Stroitel'naya mekhanika i raschet sooruzhenii, 1(270), 54–58. (In Russ.).
Krasnoshchekov, Yu.V. (2022). Zashchita ot progressiruyushchego obrusheniya zdanii so sbornymi zhelezobetonnymi perekrytiyami. Vestnik Sibirskogo gosudarstvennogo avtomobil'no-dorozhnogo universiteta, 19(2), 290–299. DOI: 10.26518/2071-7296-2022-19-2-290-299. (In Russ., abstr. in Engl.).
Semashkin, A.D., Tusnin, A.R., & Berger, M.P. (2023). Sposoby rascheta nesushchikh konstruktsii na ustoichivost' k progressiruyushchemu razrusheniyu. Stroitel'stvo: nauka i obrazovanie, 13(2), 31–50. DOI: 10.22227/2305-5502.2023.2.3. (In Russ., abstr. in Engl.).
Kirkolup, E.R., & Kharlamov, I.V. (2024). Osobennosti rascheta stal'nykh karkasov odnoetazhnykh proizvodstvennykh zdanii na progressiruyushchee obrushenie kvazistaticheskim metodom. Vestnik Sibirskogo gosudarstvennogo avtomobil'no-dorozhnogo universiteta, 21(6), 948–959. DOI: 10.26518/2071-7296-2024-21-6-948-959. (In Russ., abstr. in Engl.).
Lazovskii, D.N., Popravko, A.V., Petsol'd, T.M., & Zhuravskii, V.Yu. (2007). Raschet na progressiruyushchee obrushenie bol'sheproletnykh metallicheskikh konstruktsii pokrytii. Vestnik Polotskogo gosudarstvennogo universiteta. Seriya B, Prikladnye nauki. Stroitel'stvo, (6), 29–35. (In Russ.).
Efryushin, S.V., & Sarazhinskii, A.S. (2018). Raschetnyi analiz konstruktivnykh meropriyatii po povysheniyu ustoichivosti karkasnogo zdaniya k progressiruyushchemu obrusheniyu. Stroitel'naya mekhanika i konstruktsii, 2(17), 97–110. (In Russ.).
Kan'shina, E.A., & Baldin, I.V. (2019). Raschet blok-sektsii 9-etazhnogo kirpichnogo doma s zhelezobetotnnymi serdechnikami na progressiruyushchee obrushenie. Izbrannye doklady 65-i Yubileinoi universitetskoi nauchno-tekhnicheskoi konferentsii studentov i molodykh uchenykh: sbornik dokladov, Tomsk, 25 aprelya 2019 goda (60–63). Tomsk: Tomskii gosudarstvennyi arkhitekturno-stroitel'nyi universitet. (In Russ.).
Kravchenko, G.M., Trufanova, E.V., Kushchenko, A.K., & Bychenko, I.V. (2022). Osobennosti rascheta na progressiruyushchee obrushenie karkasa unikal'nogo zdaniya mnogofunktsional'nogo kompleksa. Inzhenernyi vestnik Dona, 9(93), 172–181. (In Russ.).
Kireeva, E.I. (2013). Krupnopanel'nye zdaniya s petlevymi soedineniyami konstruktsii. Zhilishchnoe stroitel'stvo, (9), 47–51. (In Russ.).
Domasevich, R.V. (2022). Krupnopanel'nye zdaniya s petlevymi soedineniyami konstruktsii. VII Mezhdunarodnyi studencheskii stroitel'nyi forum – 2022: sbornik dokladov VII Mezhdunarodnogo studencheskogo stroitel'nogo foruma, Belgorod, 24 noyabrya 2022 goda (120–124). Belgorod: Belgorodskii gosudarstvennyi tekhnologicheskii universitet im. V.G. Shukhova. (In Russ.).
Avdeev, K.V., Bolgov, A.N., Zenin, S.A., & Mart'yanov, K.V. (2023). Proektirovanie zhelezobetonnykh konstruktsii s petlevymi stykami armatury v sootvetstvii s GOST R 70447-2022. Beton i zhelezobeton, 618(4), 18–27. DOI: 10.37538/0005-9889-2023-4(618)-18-27. (In Russ., abstr. in Engl.).
Avdeev, K.V., Mamin, A.N., Bobrov, V.V., Bammatov, A.A., Mart'yanov, K.V., & Pryakhin, S.N. (2022). Petlevye styki sterzhnevoi armatury. Istoriya razvitiya, problemy i aktual'nost'. Teoriya inzhenernykh sooruzhenii. Stroitel'nye konstruktsii, 6(104), 4–11. DOI: 10.33979/2073-7416-2022-104-6-4-11. (In Russ., abstr. in Engl.).
Most read articles by the same author(s)
- D. LAZOUSKI, D. GLUHAU, Y. LAZOUSKI, GENERAL METHOD BASED ON A NONLINEAR DEFORMATION MODELFOR STRENGTH AND DEFORMATIONS ANALYSIS OF ECCENTRICAL COMPRESSED CONCRETE COLUMNS, STRENGTHENED WITH A REINFORCED CONCRETE SECTION ENLARGEMENT, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2021)
- D. LAZOUSKI, D. GLUHAU, Y. LAZOUSKI, A. HIL, COMPUTATIONAL MODEL OF THE STRESS-STRAIN STATE OF STATICALLY INDETERMINATE REINFORCED CONCRETE STRUCTURES, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 14 (2022)
- D. LAZOUSKI, E. CHAPARANGANDA, EXPERIMENTAL AND THEORETICAL STUDY OF BENDING REINFORCED CONCRETE ELEMENTS RESTORED AFTER DESTRUCTION, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 1 (2023)
- D. LAZOUSKI, D. GLUKHOV, A. KHATKEVICH, A. HIL, E. CHAPARANGANDA, NONLINEAR CALCULATION OF BENT STEEL-REINFORCED CONCRETE ELEMENTS, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2024)
- D. LAZOUSKI, D. GLUHAU, Y. LAZOUSKI, MODELING OF THE BEHAVIOR OF REINFORCED CONCRETE ELEMENTS, STRENGTHENED IN THE TENSIONED ZONE, UNDER THE ACTION OF A LONG-TERM LOAD, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2022)
- A. KHATKEVICH, D. LAZOUSKI, D. GLUKHOV, E. CHAPARANGANDA, A DEFORMATION APPROACH TO CALCULATING THE CALCULATED VALUES OF THE COMPRESSION RESISTANCE OF STONE AND REINFORCED STONE ELEMENTS IN THE FRAMEWORK OF CHECKS OF THE LIMITING STATE OF THE BEARING CAPACITY, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2023)
- D. LAZOVSKI, A. KHATKEVICH, INFLUENCE OF THE GRIDS TYPE FOR TRANSVERSE REINFORCEMENT IN HORIZONTAL MORTAR JOINTS ON THE STRESSED-DEFORMED STATE OF SHORT REINFORCED STONE ELEMENTS, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2019)
- A. KHATKEVICH, D. LAZOUSKI, D. GLUKHOV, A DEFORMATION APPROACH TO MODELING THE STRESS-STRAIN STATE OF COMPRESSED BRICKWORK ELEMENTS REINFORCED UNDER LOAD WITH A REINFORCED CONCRETE CAGE, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 3 (2023)
- D. LAZOVSKI, A. KHATKEVICH, CALCULATION OF RESISTANCE TO COMPRESSION OF MASONRY AND REINFORCED MASONRY ELEMENTS TAKING INTO ACCOUNT PHYSICAL NON-LINEARITY, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2017)
- D. LAZOUSKI, D. GLUKHOV, A. KHATKEVICH, A. KALTUNOU, APPROXIMATIONS OF CONCRETE DEFORMATION DIAGRAMS IN THE NONLINEAR CALCULATION OF NON-CENTRALLY COMPRESSED TUBULAR CONCRETE ELEMENTS, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 1 (2025)