Influence Of Excitation Angles Of Ground Motion With Forward Directivity Effect On The Response Of Regular And Symmetric Reinforced Concrete Buildings
Existing procedure of seismic analysis was to apply ground motion components at the principal axes, which may not produce a maximum structural response. In order to ensure an acceptable level of reliability of analysis when performing a design, it is important to find the critical excitation a...
| Váldodahkki: | |
|---|---|
| Materiálatiipa: | Oahppočájánas |
| Giella: | English |
| Almmustuhtton: |
2009
|
| Fáttát: | |
| Liŋkkat: | http://eprints.usm.my/42942/1/Haneen_Mosbah_Rateb_Defallah24.pdf |
| _version_ | 1825834712816418816 |
|---|---|
| author | Defallah, Haneen Mosbah Rateb |
| author_facet | Defallah, Haneen Mosbah Rateb |
| author_sort | Defallah, Haneen Mosbah Rateb |
| collection | USM |
| description | Existing procedure of seismic analysis was to apply ground motion components at
the principal axes, which may not produce a maximum structural response. In order
to ensure an acceptable level of reliability of analysis when performing a design, it is
important to find the critical excitation angle that produces the maximum structural
response. To investigate values of inter-story drift ratio, the current research applied
nonlinear inelastic dynamic analysis to a six story RC building with four different
fundamental periods, by adjusting the inertia value of the models without redesigning
the building. Seven sets of ground motions were applied at various angles (ranging
from 0° to 170°) to each building. These ground motions exhibiting the forward
directivity effect and the acceleration records were scaled up and down to account for
more or less severe ground motions from the same record. Incremental dynamic
analysis (IDA) curves were formed to study the effects of different excitation angles
on the structural responses and to specify the critical excitation angle. |
| first_indexed | 2024-03-06T15:26:49Z |
| format | Thesis |
| id | usm.eprints-42942 |
| institution | Universiti Sains Malaysia |
| language | English |
| last_indexed | 2024-03-06T15:26:49Z |
| publishDate | 2009 |
| record_format | dspace |
| spelling | usm.eprints-429422019-04-12T05:27:00Z http://eprints.usm.my/42942/ Influence Of Excitation Angles Of Ground Motion With Forward Directivity Effect On The Response Of Regular And Symmetric Reinforced Concrete Buildings Defallah, Haneen Mosbah Rateb TA1-2040 Engineering (General). Civil engineering (General) Existing procedure of seismic analysis was to apply ground motion components at the principal axes, which may not produce a maximum structural response. In order to ensure an acceptable level of reliability of analysis when performing a design, it is important to find the critical excitation angle that produces the maximum structural response. To investigate values of inter-story drift ratio, the current research applied nonlinear inelastic dynamic analysis to a six story RC building with four different fundamental periods, by adjusting the inertia value of the models without redesigning the building. Seven sets of ground motions were applied at various angles (ranging from 0° to 170°) to each building. These ground motions exhibiting the forward directivity effect and the acceleration records were scaled up and down to account for more or less severe ground motions from the same record. Incremental dynamic analysis (IDA) curves were formed to study the effects of different excitation angles on the structural responses and to specify the critical excitation angle. 2009-11 Thesis NonPeerReviewed application/pdf en http://eprints.usm.my/42942/1/Haneen_Mosbah_Rateb_Defallah24.pdf Defallah, Haneen Mosbah Rateb (2009) Influence Of Excitation Angles Of Ground Motion With Forward Directivity Effect On The Response Of Regular And Symmetric Reinforced Concrete Buildings. Masters thesis, Universiti Sains Malaysia. |
| spellingShingle | TA1-2040 Engineering (General). Civil engineering (General) Defallah, Haneen Mosbah Rateb Influence Of Excitation Angles Of Ground Motion With Forward Directivity Effect On The Response Of Regular And Symmetric Reinforced Concrete Buildings |
| title | Influence Of Excitation Angles Of Ground Motion With
Forward Directivity Effect On The Response Of Regular
And Symmetric Reinforced Concrete Buildings
|
| title_full | Influence Of Excitation Angles Of Ground Motion With
Forward Directivity Effect On The Response Of Regular
And Symmetric Reinforced Concrete Buildings
|
| title_fullStr | Influence Of Excitation Angles Of Ground Motion With
Forward Directivity Effect On The Response Of Regular
And Symmetric Reinforced Concrete Buildings
|
| title_full_unstemmed | Influence Of Excitation Angles Of Ground Motion With
Forward Directivity Effect On The Response Of Regular
And Symmetric Reinforced Concrete Buildings
|
| title_short | Influence Of Excitation Angles Of Ground Motion With
Forward Directivity Effect On The Response Of Regular
And Symmetric Reinforced Concrete Buildings
|
| title_sort | influence of excitation angles of ground motion with forward directivity effect on the response of regular and symmetric reinforced concrete buildings |
| topic | TA1-2040 Engineering (General). Civil engineering (General) |
| url | http://eprints.usm.my/42942/1/Haneen_Mosbah_Rateb_Defallah24.pdf |
| work_keys_str_mv | AT defallahhaneenmosbahrateb influenceofexcitationanglesofgroundmotionwithforwarddirectivityeffectontheresponseofregularandsymmetricreinforcedconcretebuildings |