Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Experimental Investigation of RC Frame with Sway Columns Under Corner Column Removal Scenario
https://orcid.org/http://orcid.org/0000-0002-6697-3388
https://orcid.org/http://orcid.org/0000-0002-5392-9150
https://orcid.org/http://orcid.org/0000-0003-1847-4303
Although the progressive collapse has a small probability in economically developed countries, it can lead to catastrophic consequences. Therefore, this paper is aimed to experimental and numerical investigation of impact parameters on the reinforced concrete frames under scenario of sudden column removal. As well as it provides the analysis of the failure mechanisms of the frame under consideration, and substantiation of the criteria for assessing these failure mechanisms. For the purposes of the study, a two-story reinforced concrete scaled frame was designed, manufactured and tested. A nonlinear dynamic and quasi-static analysis of reinforced concrete frame have been performed using finite element bar models both of the structure and leverage loading system. Numerical and physical modeling of an accidental impact such as sudden removal of the corner column of the shows that the exhaustion of the load capacity of eccentrically compressed column of a structural system can be caused by the stability failure.
Experimental Investigation of RC Frame with Sway Columns Under Corner Column Removal Scenario
https://orcid.org/http://orcid.org/0000-0002-6697-3388
https://orcid.org/http://orcid.org/0000-0002-5392-9150
https://orcid.org/http://orcid.org/0000-0003-1847-4303
Although the progressive collapse has a small probability in economically developed countries, it can lead to catastrophic consequences. Therefore, this paper is aimed to experimental and numerical investigation of impact parameters on the reinforced concrete frames under scenario of sudden column removal. As well as it provides the analysis of the failure mechanisms of the frame under consideration, and substantiation of the criteria for assessing these failure mechanisms. For the purposes of the study, a two-story reinforced concrete scaled frame was designed, manufactured and tested. A nonlinear dynamic and quasi-static analysis of reinforced concrete frame have been performed using finite element bar models both of the structure and leverage loading system. Numerical and physical modeling of an accidental impact such as sudden removal of the corner column of the shows that the exhaustion of the load capacity of eccentrically compressed column of a structural system can be caused by the stability failure.
Experimental Investigation of RC Frame with Sway Columns Under Corner Column Removal Scenario
https://orcid.org/http://orcid.org/0000-0002-6697-3388
https://orcid.org/http://orcid.org/0000-0002-5392-9150
https://orcid.org/http://orcid.org/0000-0003-1847-4303
Although the progressive collapse has a small probability in economically developed countries, it can lead to catastrophic consequences. Therefore, this paper is aimed to experimental and numerical investigation of impact parameters on the reinforced concrete frames under scenario of sudden column removal. As well as it provides the analysis of the failure mechanisms of the frame under consideration, and substantiation of the criteria for assessing these failure mechanisms. For the purposes of the study, a two-story reinforced concrete scaled frame was designed, manufactured and tested. A nonlinear dynamic and quasi-static analysis of reinforced concrete frame have been performed using finite element bar models both of the structure and leverage loading system. Numerical and physical modeling of an accidental impact such as sudden removal of the corner column of the shows that the exhaustion of the load capacity of eccentrically compressed column of a structural system can be caused by the stability failure.
Experimental Investigation of RC Frame with Sway Columns Under Corner Column Removal Scenario
Lecture Notes in Civil Engineering
Vatin, Nikolai (Herausgeber:in) / Pakhomova, Ekaterina Gennadyevna (Herausgeber:in) / Kukaras, Danijel (Herausgeber:in) / Savin, Sergey (Autor:in) / Fedorova, Natalia (Autor:in) / Korenkov, Pavel (Autor:in)
International Conference Modern Problems in Construction: Setting Tasks and Ways to Solve Them ; 2022 ; Kursk, Russia
30.11.2023
7 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
| DOAJ | 2023
Study on collapse mechanism of steel frame with CFST-columns under column-removal scenario
| British Library Online Contents | 2018
Study on collapse mechanism of steel frame with CFST-columns under column-removal scenario
| British Library Online Contents | 2018
Study on collapse mechanism of steel frame with CFST-columns under column-removal scenario
| British Library Online Contents | 2018
Study on collapse mechanism of steel frame with CFST-columns under column-removal scenario
| British Library Online Contents | 2018