Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level
In many multistory buildings, basement levels are used as parking spaces. However, dimensions of reinforced concrete columns at these levels cause them to be unideal parking spaces. An alternative is to replace the RC columns in middle frames with steel columns that are not a part of seismic force r...
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Format: | Article |
Language: | English |
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Wiley
2020-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2020/8825258 |
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author | Amin Zaherdannak Amirhosein Shabani Saeed Erfani |
author_facet | Amin Zaherdannak Amirhosein Shabani Saeed Erfani |
author_sort | Amin Zaherdannak |
collection | DOAJ |
description | In many multistory buildings, basement levels are used as parking spaces. However, dimensions of reinforced concrete columns at these levels cause them to be unideal parking spaces. An alternative is to replace the RC columns in middle frames with steel columns that are not a part of seismic force resisting system and only support vertical loads, therefore have smaller sections. Using simply supported steel columns under the base level is beneficial not only because they have smaller cross-sections which lead to increasing the parking space but also these steel columns are easier to be replaced after any possible damages and can be considered as convenient alternatives compared to ordinary RC columns in construction. In this research, seismic performance of structures implementing the suggested alternative is evaluated using nonlinear static and dynamic analyses and compared to that of regular counterparts. Results show that these structures pass the acceptability tests proposed by FEMA P695 methodology. Moreover, seismic performance factors of these two structural systems have been calculated and proposed. |
format | Article |
id | doaj-art-06d21c15c9e34ab78a8ff4b2d656d637 |
institution | Kabale University |
issn | 1070-9622 1875-9203 |
language | English |
publishDate | 2020-01-01 |
publisher | Wiley |
record_format | Article |
series | Shock and Vibration |
spelling | doaj-art-06d21c15c9e34ab78a8ff4b2d656d6372025-02-03T06:46:28ZengWileyShock and Vibration1070-96221875-92032020-01-01202010.1155/2020/88252588825258Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base LevelAmin Zaherdannak0Amirhosein Shabani1Saeed Erfani2Department of Civil and Environmental Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, IranDepartment of Civil and Environmental Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, IranDepartment of Civil and Environmental Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, IranIn many multistory buildings, basement levels are used as parking spaces. However, dimensions of reinforced concrete columns at these levels cause them to be unideal parking spaces. An alternative is to replace the RC columns in middle frames with steel columns that are not a part of seismic force resisting system and only support vertical loads, therefore have smaller sections. Using simply supported steel columns under the base level is beneficial not only because they have smaller cross-sections which lead to increasing the parking space but also these steel columns are easier to be replaced after any possible damages and can be considered as convenient alternatives compared to ordinary RC columns in construction. In this research, seismic performance of structures implementing the suggested alternative is evaluated using nonlinear static and dynamic analyses and compared to that of regular counterparts. Results show that these structures pass the acceptability tests proposed by FEMA P695 methodology. Moreover, seismic performance factors of these two structural systems have been calculated and proposed.http://dx.doi.org/10.1155/2020/8825258 |
spellingShingle | Amin Zaherdannak Amirhosein Shabani Saeed Erfani Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level Shock and Vibration |
title | Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level |
title_full | Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level |
title_fullStr | Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level |
title_full_unstemmed | Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level |
title_short | Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level |
title_sort | seismic performance evaluation of special rc frames with gravity steel columns under the base level |
url | http://dx.doi.org/10.1155/2020/8825258 |
work_keys_str_mv | AT aminzaherdannak seismicperformanceevaluationofspecialrcframeswithgravitysteelcolumnsunderthebaselevel AT amirhoseinshabani seismicperformanceevaluationofspecialrcframeswithgravitysteelcolumnsunderthebaselevel AT saeederfani seismicperformanceevaluationofspecialrcframeswithgravitysteelcolumnsunderthebaselevel |