Evaluation of Shear Wall-RC Frame Interaction of High-Rise Buildings using 2-D model Approach
The usefulness of structural walls in the framing of buildings has long been recognized. It is generally preferred to use shear wall in combination with moment resisting frame. In the present study, an effort is also made to investigate the shear wall-RC frame interaction using 2-D modeling of 20, 3...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Mouloud Mammeri University of Tizi-Ouzou
2015-09-01
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| Series: | Journal of Materials and Engineering Structures |
| Subjects: | |
| Online Access: | http://revue.ummto.dz/index.php/JMES/article/view/373 |
| _version_ | 1828287938414247936 |
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| author | Dipali Patel Jignesh A Amin |
| author_facet | Dipali Patel Jignesh A Amin |
| author_sort | Dipali Patel |
| collection | DOAJ |
| description | The usefulness of structural walls in the framing of buildings has long been recognized. It is generally preferred to use shear wall in combination with moment resisting frame. In the present study, an effort is also made to investigate the shear wall-RC frame interaction using 2-D modeling of 20, 30 and 35 storey RC frame building with shear wall. In equivalent simplified 2-D model, two exterior frames with shear wall modeled as single frame with double stiffness, strength and weight. The interior frames without shear wall are modeled as a single frame with equivalent stiffness, strength and weight. The modeled frames are connected with rigid link at each floor level. Using 2-D plane frame model the lateral force distribution between Exterior frame with shear wall and Interior frame without shear wall is investigated. From the analysis, it is observed that up to bottom seven/eight storey more than 50% load is taken by frame with shear wall and the lower most three storeys take about 75% of total storey shear. |
| first_indexed | 2024-04-13T09:56:35Z |
| format | Article |
| id | doaj.art-61e5e6e112dc4ea5b0963bb6e6490bb3 |
| institution | Directory Open Access Journal |
| issn | 2170-127X |
| language | English |
| last_indexed | 2024-04-13T09:56:35Z |
| publishDate | 2015-09-01 |
| publisher | Mouloud Mammeri University of Tizi-Ouzou |
| record_format | Article |
| series | Journal of Materials and Engineering Structures |
| spelling | doaj.art-61e5e6e112dc4ea5b0963bb6e6490bb32022-12-22T02:51:22ZengMouloud Mammeri University of Tizi-OuzouJournal of Materials and Engineering Structures2170-127X2015-09-0123111119586Evaluation of Shear Wall-RC Frame Interaction of High-Rise Buildings using 2-D model ApproachDipali Patel0Jignesh A Amin1C.S. Patel Institute of Technology, ChangaDepartment of Civil Engineering, Department of Civil Engineering S.V.I.T., Vasad, IndiaThe usefulness of structural walls in the framing of buildings has long been recognized. It is generally preferred to use shear wall in combination with moment resisting frame. In the present study, an effort is also made to investigate the shear wall-RC frame interaction using 2-D modeling of 20, 30 and 35 storey RC frame building with shear wall. In equivalent simplified 2-D model, two exterior frames with shear wall modeled as single frame with double stiffness, strength and weight. The interior frames without shear wall are modeled as a single frame with equivalent stiffness, strength and weight. The modeled frames are connected with rigid link at each floor level. Using 2-D plane frame model the lateral force distribution between Exterior frame with shear wall and Interior frame without shear wall is investigated. From the analysis, it is observed that up to bottom seven/eight storey more than 50% load is taken by frame with shear wall and the lower most three storeys take about 75% of total storey shear.http://revue.ummto.dz/index.php/JMES/article/view/373Shear walls, RC Frame, interaction, Lateral forces |
| spellingShingle | Dipali Patel Jignesh A Amin Evaluation of Shear Wall-RC Frame Interaction of High-Rise Buildings using 2-D model Approach Journal of Materials and Engineering Structures Shear walls, RC Frame, interaction, Lateral forces |
| title | Evaluation of Shear Wall-RC Frame Interaction of High-Rise Buildings using 2-D model Approach |
| title_full | Evaluation of Shear Wall-RC Frame Interaction of High-Rise Buildings using 2-D model Approach |
| title_fullStr | Evaluation of Shear Wall-RC Frame Interaction of High-Rise Buildings using 2-D model Approach |
| title_full_unstemmed | Evaluation of Shear Wall-RC Frame Interaction of High-Rise Buildings using 2-D model Approach |
| title_short | Evaluation of Shear Wall-RC Frame Interaction of High-Rise Buildings using 2-D model Approach |
| title_sort | evaluation of shear wall rc frame interaction of high rise buildings using 2 d model approach |
| topic | Shear walls, RC Frame, interaction, Lateral forces |
| url | http://revue.ummto.dz/index.php/JMES/article/view/373 |
| work_keys_str_mv | AT dipalipatel evaluationofshearwallrcframeinteractionofhighrisebuildingsusing2dmodelapproach AT jigneshaamin evaluationofshearwallrcframeinteractionofhighrisebuildingsusing2dmodelapproach |