Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
ANN Model for Evaluation of Seismic Behavior of Irregular Steel Building Frames
https://orcid.org/http://orcid.org/0000-0001-5527-1375
https://orcid.org/http://orcid.org/0000-0003-2115-153X
https://orcid.org/http://orcid.org/0000-0003-4212-5541
https://orcid.org/http://orcid.org/0000-0003-1166-127X
https://orcid.org/http://orcid.org/0000-0002-1477-052X
The past decade has seen a surge in finding seismic behavior of buildings due to the significant number of building failures during the past earthquakes. Seismic design codes presume stiff beam-column connections, which is untrue. A stiff beam-column connection may also lead to erroneous seismic response data. This study attempts to address the flexibility of beam-column connections and suggest simpler equations for estimating fundamental time period. From analytical study it was concluded that the proposed equations findings matched the dynamic analysis closely.
ANN Model for Evaluation of Seismic Behavior of Irregular Steel Building Frames
https://orcid.org/http://orcid.org/0000-0001-5527-1375
https://orcid.org/http://orcid.org/0000-0003-2115-153X
https://orcid.org/http://orcid.org/0000-0003-4212-5541
https://orcid.org/http://orcid.org/0000-0003-1166-127X
https://orcid.org/http://orcid.org/0000-0002-1477-052X
The past decade has seen a surge in finding seismic behavior of buildings due to the significant number of building failures during the past earthquakes. Seismic design codes presume stiff beam-column connections, which is untrue. A stiff beam-column connection may also lead to erroneous seismic response data. This study attempts to address the flexibility of beam-column connections and suggest simpler equations for estimating fundamental time period. From analytical study it was concluded that the proposed equations findings matched the dynamic analysis closely.
ANN Model for Evaluation of Seismic Behavior of Irregular Steel Building Frames
https://orcid.org/http://orcid.org/0000-0001-5527-1375
https://orcid.org/http://orcid.org/0000-0003-2115-153X
https://orcid.org/http://orcid.org/0000-0003-4212-5541
https://orcid.org/http://orcid.org/0000-0003-1166-127X
https://orcid.org/http://orcid.org/0000-0002-1477-052X
The past decade has seen a surge in finding seismic behavior of buildings due to the significant number of building failures during the past earthquakes. Seismic design codes presume stiff beam-column connections, which is untrue. A stiff beam-column connection may also lead to erroneous seismic response data. This study attempts to address the flexibility of beam-column connections and suggest simpler equations for estimating fundamental time period. From analytical study it was concluded that the proposed equations findings matched the dynamic analysis closely.
ANN Model for Evaluation of Seismic Behavior of Irregular Steel Building Frames
Lecture Notes in Civil Engineering
Agnihotri, Arvind Kumar (Herausgeber:in) / Reddy, Krishna R. (Herausgeber:in) / Chore, H. S. (Herausgeber:in) / Varadharajan, S. (Autor:in) / Kirthanashri, S. V. (Autor:in) / Rao, Mrityunjai Govind (Autor:in) / Jaiswal, Animesh (Autor:in) / Shukla, Bishnu Kant (Autor:in)
Indian Geotechnical and Geoenvironmental Engineering Conference ; 2021
24.11.2022
7 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Performance Evaluation of Seismic Strengthened Irregular RC-Steel Hybrid Frames
| British Library Online Contents | 2019
Seismic behaviour of stiffness irregular steel frames under mainshock–aftershock
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Analysis of irregular building frames
| Engineering Index Backfile | 1964