Effect Of Ground Motion On Seismic Design Of Low To Medium Rise Infilled Moment Resisting Concrete Frame
Infilled structural frames are widely used across the world including high seismicity regions. The infills are usually considered as non-structural elements and not included in the analytical and design procedure. The main objective for this study is to evaluate the performance 2D moment resisting...
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| Format: | Monograph |
| Language: | English |
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Universiti Sains Malaysia
2018
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| Online Access: | http://eprints.usm.my/52773/1/Effect%20Of%20Ground%20Motion%20On%20Seismic%20Design%20Of%20Low%20To%20Medium%20Rise%20Infilled%20Moment%20Resisting%20Concrete%20Frame_Muhammad%20Amar%20Firdauz%20Yazid_A9_2018.pdf |
| _version_ | 1825906749930995712 |
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| author | Yazid, Muhammad Amar Firdauz |
| author_facet | Yazid, Muhammad Amar Firdauz |
| author_sort | Yazid, Muhammad Amar Firdauz |
| collection | USM |
| description | Infilled structural frames are widely used across the world including high seismicity regions. The infills are usually considered as non-structural elements and not included in
the analytical and design procedure. The main objective for this study is to evaluate the performance 2D moment resisting concrete frame (MRCF) with and without infill walls under seismic provision. Non-linear static and dynamic analysis had been used in this study to evaluate the performance of low-rise to medium rise reinforced concrete
building. Three different number of storey, N: 3, 6, and 9 with different infill configuration were used as the structural models. SAP200 software was used to analyse
all the structural models. From the analysis conducted, pushover analysis shown that nine storey infilled frame has highest base shear force compared to three and six storey for both infilled and bare frame. Non-linear dynamic analysis has been conducted by employing five single ground motion data to represent a real seismic ground motion.
Displacement curve from the analysis shown that the presence of infills reduce the displacement of structural frame. Inter-storey drift ratio (IDR) shown that deformation
usually occurs at lower storey as it has higher percentage of IDR. |
| first_indexed | 2024-03-06T15:54:12Z |
| format | Monograph |
| id | usm.eprints-52773 |
| institution | Universiti Sains Malaysia |
| language | English |
| last_indexed | 2024-03-06T15:54:12Z |
| publishDate | 2018 |
| publisher | Universiti Sains Malaysia |
| record_format | dspace |
| spelling | usm.eprints-527732022-06-09T05:48:14Z http://eprints.usm.my/52773/ Effect Of Ground Motion On Seismic Design Of Low To Medium Rise Infilled Moment Resisting Concrete Frame Yazid, Muhammad Amar Firdauz T Technology TA Engineering (General). Civil engineering (General) Infilled structural frames are widely used across the world including high seismicity regions. The infills are usually considered as non-structural elements and not included in the analytical and design procedure. The main objective for this study is to evaluate the performance 2D moment resisting concrete frame (MRCF) with and without infill walls under seismic provision. Non-linear static and dynamic analysis had been used in this study to evaluate the performance of low-rise to medium rise reinforced concrete building. Three different number of storey, N: 3, 6, and 9 with different infill configuration were used as the structural models. SAP200 software was used to analyse all the structural models. From the analysis conducted, pushover analysis shown that nine storey infilled frame has highest base shear force compared to three and six storey for both infilled and bare frame. Non-linear dynamic analysis has been conducted by employing five single ground motion data to represent a real seismic ground motion. Displacement curve from the analysis shown that the presence of infills reduce the displacement of structural frame. Inter-storey drift ratio (IDR) shown that deformation usually occurs at lower storey as it has higher percentage of IDR. Universiti Sains Malaysia 2018-06-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/52773/1/Effect%20Of%20Ground%20Motion%20On%20Seismic%20Design%20Of%20Low%20To%20Medium%20Rise%20Infilled%20Moment%20Resisting%20Concrete%20Frame_Muhammad%20Amar%20Firdauz%20Yazid_A9_2018.pdf Yazid, Muhammad Amar Firdauz (2018) Effect Of Ground Motion On Seismic Design Of Low To Medium Rise Infilled Moment Resisting Concrete Frame. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted) |
| spellingShingle | T Technology TA Engineering (General). Civil engineering (General) Yazid, Muhammad Amar Firdauz Effect Of Ground Motion On Seismic Design Of Low To Medium Rise Infilled Moment Resisting Concrete Frame |
| title | Effect Of Ground Motion On Seismic Design Of Low To Medium Rise Infilled Moment Resisting Concrete Frame |
| title_full | Effect Of Ground Motion On Seismic Design Of Low To Medium Rise Infilled Moment Resisting Concrete Frame |
| title_fullStr | Effect Of Ground Motion On Seismic Design Of Low To Medium Rise Infilled Moment Resisting Concrete Frame |
| title_full_unstemmed | Effect Of Ground Motion On Seismic Design Of Low To Medium Rise Infilled Moment Resisting Concrete Frame |
| title_short | Effect Of Ground Motion On Seismic Design Of Low To Medium Rise Infilled Moment Resisting Concrete Frame |
| title_sort | effect of ground motion on seismic design of low to medium rise infilled moment resisting concrete frame |
| topic | T Technology TA Engineering (General). Civil engineering (General) |
| url | http://eprints.usm.my/52773/1/Effect%20Of%20Ground%20Motion%20On%20Seismic%20Design%20Of%20Low%20To%20Medium%20Rise%20Infilled%20Moment%20Resisting%20Concrete%20Frame_Muhammad%20Amar%20Firdauz%20Yazid_A9_2018.pdf |
| work_keys_str_mv | AT yazidmuhammadamarfirdauz effectofgroundmotiononseismicdesignoflowtomediumriseinfilledmomentresistingconcreteframe |