Pudjisuryadi, Pamuda and Lumantarna, Benjamin (2021) Seismic Performance of a Three-Story Reinforced Concrete Building with Masonry Infill Walls and Friction Base Support. [UNSPECIFIED]
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Abstract
The stiffness of masonry infill walls is commonly neglected in design practice of Reinforced Concrete (RC) structures. In fact, the stiffness of masonry infill wall may significantly influence seismic performance and dynamic behavior of RC buildings. In this research, influence of masonry infill walls to the structural performance of a three-story RC frame is investigated. In addition, possible application of friction-based support is also studied. Full 3D non-linear time history analysis is conducted to observe the behavior of the structure under two-directional ground motion. In the analysis, any failed elements are removed subsequently from the model to avoid numerical analysis problem. The result shows that the masonry infill walls can significantly influence the structural behavior of RC structure. Inappropriate placement of masonry wall may lead the building undergo soft-story mechanism. It is also found that the use of friction-based support can effectively improve the seismic performance of the building.
| Item Type: | UNSPECIFIED |
|---|---|
| Uncontrolled Keywords: | Element Removal; Friction Base; Masonry Infill Walls; Non-linear time history analysis; RC Building; Soft Story. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering Department |
| Depositing User: | Admin |
| Date Deposited: | 18 Mar 2021 16:21 |
| Last Modified: | 05 Nov 2021 17:07 |
| URI: | https://repository.petra.ac.id/id/eprint/19050 |
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