TY - GEN
T1 - An Overview of Research Investigating the Behavior of Reduced Beam Section Connections
AU - Casita, Cintantya Budi
AU - Iranata, Data
AU - Suswanto, Budi
AU - Matsumura, Masahide
N1 - Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2024.
PY - 2024
Y1 - 2024
N2 - This study presents a thorough examination of moment-resisting steel frames using the reduced beam section connection model by focusing on the distinctive geometry and its characteristics. Through detailed analysis and examination, the research aims to offer a deeper understanding of how this specific shape influences the overall response and capacity of moment-resisting steel frames. A variety of RBS cutouts is investigated in line with its influences of different parameters recently investigated by previous research, including their effect of cutting parameters, web stiffener, panel zone, beam web slenderness, composite floor slab, and composite column on connection. Moreover, further assessments conducted by refining the RBS shape at specific frame locations in order to enhance the performance of the RBS steel frame are also discussed. The findings of this study have significant implications for the design, analysis, and optimization of structural systems that incorporate the distinctive characteristics of the reduced beam section connection model derived for hysteretic response.
AB - This study presents a thorough examination of moment-resisting steel frames using the reduced beam section connection model by focusing on the distinctive geometry and its characteristics. Through detailed analysis and examination, the research aims to offer a deeper understanding of how this specific shape influences the overall response and capacity of moment-resisting steel frames. A variety of RBS cutouts is investigated in line with its influences of different parameters recently investigated by previous research, including their effect of cutting parameters, web stiffener, panel zone, beam web slenderness, composite floor slab, and composite column on connection. Moreover, further assessments conducted by refining the RBS shape at specific frame locations in order to enhance the performance of the RBS steel frame are also discussed. The findings of this study have significant implications for the design, analysis, and optimization of structural systems that incorporate the distinctive characteristics of the reduced beam section connection model derived for hysteretic response.
KW - Failure mode
KW - Hysteretic response
KW - Moment capacity
KW - RBS connection
KW - Seismic performance
UR - http://www.scopus.com/inward/record.url?scp=85200379230&partnerID=8YFLogxK
U2 - 10.1007/978-981-97-0751-5_38
DO - 10.1007/978-981-97-0751-5_38
M3 - Conference contribution
AN - SCOPUS:85200379230
SN - 9789819707508
T3 - Lecture Notes in Civil Engineering
SP - 389
EP - 406
BT - Advances in Civil Engineering Materials - Selected Articles from the 7th International Conference on Architecture and Civil Engineering ICACE 2023
A2 - Nia, Elham Maghsoudi
A2 - Awang, Mokhtar
PB - Springer Science and Business Media Deutschland GmbH
T2 - 7th International Conference on Architecture and Civil Engineering, ICACE 2023
Y2 - 15 November 2023 through 15 November 2023
ER -