Seismic Resilience of composite RCS Special Moment Frames Based on FEMA P695 Methodology

Mohammad   Habashizadeh; Nima Talebian; Dane Miller; Hassan Karampour; Davide  Forcellini; Amir Ghanbaripour

Seismic Resilience of composite RCS Special Moment Frames Based on FEMA P695 Methodology

Mohammad Habashizadeh
, Nima Talebian
, Dane Miller
, Hassan Karampour^*
, Davide Forcellini
, Amir Ghanbaripour

^*Corresponding author for this work

Faculty of Society & Design

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Research › peer-review

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Abstract

Hybrid reinforced concrete-steel (RCS) systems, which combine steel (S) beams and reinforced
concrete (RC) columns, offer more practical and cost-effective benefits than conventional steel and concrete moment frames due to their efficient use of materials.

Under the current International Building Code (IBC) and ASCE/SEI 7-05, RCS systems are classified as special moment frames and a response modification (R) factor of 8 is considered in their seismic design.

This research aims to evaluate the seismic resilience and R factor of RCS composite special moment frames following the methodology provided in FEMA P695. 3-bay multistory (3, 5, 10 and 15) archetypes were designed to conduct incremental dynamic analysis (IDA) in OpenSEES software. The nonlinear response of a typical RCS connection is implemented in the archetypes.

The fragility curves were obtained to investigate the safety margin against collapse outlined by FEMA P695. The results showed that the evaluated archetypes meet the FEMA P695 acceptance criteria for an R factor of 8.

Original language	English
Title of host publication	World Conference on Earthquake Engineering proceedings
Publisher	International Association for Earthquake Engineering
Pages	1-12
Number of pages	12
Publication status	Published - Jul 2024
Event	18th World Conference on Earthquake Engineering (WCEE2024) - MICO Convention Centre, Milan, Italy Duration: 30 Jun 2024 → 5 Jul 2024 https://www.wcee2024.it/

Publication series

Name	Proceedings of all the World Conferences on Earthquake Engineering
ISSN (Electronic)	3006-5933

Conference

Conference	18th World Conference on Earthquake Engineering (WCEE2024)
Country/Territory	Italy
City	Milan
Period	30/06/24 → 5/07/24
Internet address	https://www.wcee2024.it/

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Habashizadeh, M., Talebian, N., Miller, D., Karampour, H., Forcellini, D., & Ghanbaripour, A. (2024). Seismic Resilience of composite RCS Special Moment Frames Based on FEMA P695 Methodology. In World Conference on Earthquake Engineering proceedings (pp. 1-12). (Proceedings of all the World Conferences on Earthquake Engineering). International Association for Earthquake Engineering. https://proceedings-wcee.org/view.html?id=22680&conference=18WCEE

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title = "Seismic Resilience of composite RCS Special Moment Frames Based on FEMA P695 Methodology",

abstract = "Hybrid reinforced concrete-steel (RCS) systems, which combine steel (S) beams and reinforced concrete (RC) columns, offer more practical and cost-effective benefits than conventional steel and concrete moment frames due to their efficient use of materials. Under the current International Building Code (IBC) and ASCE/SEI 7-05, RCS systems are classified as special moment frames and a response modification (R) factor of 8 is considered in their seismic design. This research aims to evaluate the seismic resilience and R factor of RCS composite special moment frames following the methodology provided in FEMA P695. 3-bay multistory (3, 5, 10 and 15) archetypes were designed to conduct incremental dynamic analysis (IDA) in OpenSEES software. The nonlinear response of a typical RCS connection is implemented in the archetypes. The fragility curves were obtained to investigate the safety margin against collapse outlined by FEMA P695. The results showed that the evaluated archetypes meet the FEMA P695 acceptance criteria for an R factor of 8.",

author = "Mohammad Habashizadeh and Nima Talebian and Dane Miller and Hassan Karampour and Davide Forcellini and Amir Ghanbaripour",

note = "Publisher Copyright: {\textcopyright} 2024, International Association for Earthquake Engineering. All rights reserved.; 18th World Conference on Earthquake Engineering (WCEE2024) ; Conference date: 30-06-2024 Through 05-07-2024",

year = "2024",

month = jul,

language = "English",

series = "Proceedings of all the World Conferences on Earthquake Engineering",

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Habashizadeh, M, Talebian, N , Miller, D, Karampour, H, Forcellini, D & Ghanbaripour, A 2024, Seismic Resilience of composite RCS Special Moment Frames Based on FEMA P695 Methodology. in World Conference on Earthquake Engineering proceedings. Proceedings of all the World Conferences on Earthquake Engineering, International Association for Earthquake Engineering, pp. 1-12, 18th World Conference on Earthquake Engineering (WCEE2024), Milan, Italy, 30/06/24. <https://proceedings-wcee.org/view.html?id=22680&conference=18WCEE>

Seismic Resilience of composite RCS Special Moment Frames Based on FEMA P695 Methodology. / Habashizadeh, Mohammad ; Talebian, Nima ; Miller, Dane et al.
World Conference on Earthquake Engineering proceedings. International Association for Earthquake Engineering, 2024. p. 1-12 (Proceedings of all the World Conferences on Earthquake Engineering).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Research › peer-review

TY - GEN

T1 - Seismic Resilience of composite RCS Special Moment Frames Based on FEMA P695 Methodology

AU - Habashizadeh, Mohammad

AU - Talebian, Nima

AU - Miller, Dane

AU - Karampour, Hassan

AU - Forcellini, Davide

AU - Ghanbaripour, Amir

PY - 2024/7

Y1 - 2024/7

N2 - Hybrid reinforced concrete-steel (RCS) systems, which combine steel (S) beams and reinforced concrete (RC) columns, offer more practical and cost-effective benefits than conventional steel and concrete moment frames due to their efficient use of materials. Under the current International Building Code (IBC) and ASCE/SEI 7-05, RCS systems are classified as special moment frames and a response modification (R) factor of 8 is considered in their seismic design. This research aims to evaluate the seismic resilience and R factor of RCS composite special moment frames following the methodology provided in FEMA P695. 3-bay multistory (3, 5, 10 and 15) archetypes were designed to conduct incremental dynamic analysis (IDA) in OpenSEES software. The nonlinear response of a typical RCS connection is implemented in the archetypes. The fragility curves were obtained to investigate the safety margin against collapse outlined by FEMA P695. The results showed that the evaluated archetypes meet the FEMA P695 acceptance criteria for an R factor of 8.

AB - Hybrid reinforced concrete-steel (RCS) systems, which combine steel (S) beams and reinforced concrete (RC) columns, offer more practical and cost-effective benefits than conventional steel and concrete moment frames due to their efficient use of materials. Under the current International Building Code (IBC) and ASCE/SEI 7-05, RCS systems are classified as special moment frames and a response modification (R) factor of 8 is considered in their seismic design. This research aims to evaluate the seismic resilience and R factor of RCS composite special moment frames following the methodology provided in FEMA P695. 3-bay multistory (3, 5, 10 and 15) archetypes were designed to conduct incremental dynamic analysis (IDA) in OpenSEES software. The nonlinear response of a typical RCS connection is implemented in the archetypes. The fragility curves were obtained to investigate the safety margin against collapse outlined by FEMA P695. The results showed that the evaluated archetypes meet the FEMA P695 acceptance criteria for an R factor of 8.

UR - https://www.scopus.com/pages/publications/105027847638

M3 - Conference contribution

AN - SCOPUS:105027847638

T3 - Proceedings of all the World Conferences on Earthquake Engineering

SP - 1

EP - 12

BT - World Conference on Earthquake Engineering proceedings

PB - International Association for Earthquake Engineering

T2 - 18th World Conference on Earthquake Engineering (WCEE2024)

Y2 - 30 June 2024 through 5 July 2024

ER -

Seismic Resilience of composite RCS Special Moment Frames Based on FEMA P695 Methodology

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