Seismic performance of a 2D steel frame structure with friction pendulum isolation system | |
| Author | Abdeally, Mustafa Juzar |
| Call Number | AIT Caps. Proj. no.CIE-15-52 |
| Subject(s) | Earthquake resistant design Steel frames Joints Earthquake effects |
| Note | A capstone project report submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Engineering Civil and Infrastructure Engineering, School of Engineering and Technology |
| Publisher | Asian Institute of Technology |
| Series Statement | Caps. Proj. ; no. CIE-15-52 |
| Abstract | The seismic performance of a five and ten story steel special moment frame structure with fixed-base and an isolated base are determined. The design of the fixed base steel frames were done in accordance with the American Society of Civil Engineers (ASCE) 7-10. Nonlinear time-history analyses, using three ground motions are then conducted. The story forces, story accelerations and inter story drift ratios are evaluated. When compared to the base isolation structure better a performance is achieved at various design force levels, depending on the performance criteria. |
| Year | 2015 |
| Corresponding Series Added Entry | Asian Institute of Technology. Caps. Proj. ; no. CIE-15-52 |
| Type | Project |
| School | School of Engineering and Technology (SET) |
| Department | Department of Civil and Infrastucture Engineering (DCIE) |
| Academic Program/FoS | Civil and Infrastructure Engineering (CIE) |
| Chairperson(s) | Hathairat Maneetes; |
| Examination Committee(s) | Teraphan Ornthammarath;Punchet Thammarak;Tian Boon Soh; |
| Degree | Capstone Project (B.Sc.)-Asian Institute of Technology, 2015 |