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NONLINEAR ANALYSIS OF A BARBELL-SHAPED CROSS SECTION WALL USING FIBER SLICE |
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| รหัสดีโอไอ | |
| Title | NONLINEAR ANALYSIS OF A BARBELL-SHAPED CROSS SECTION WALL USING FIBER SLICE |
| Creator | DAE-HAN JUN and PYEONG-DOO KANG |
| Publisher | ISEC Press |
| Publication Year | 2557 |
| Keyword | Barbell-shaped cross section wall, Fiber slice, Nonlinear response, Plastic hinge. |
| Abstract | Reinforced concrete shear walls are effective for resisting lateral loads imposed by wind or earthquakes. This study investigates the effectiveness of a wall fiber element in predicting the flexural nonlinear response of reinforced concrete shear walls. Model results are compared with experimental results for reinforced concrete shear walls with barbell-shaped cross sections without axial load. The analytical model is calibrated and the test measurements are processed to allow for a direct comparison of the predicted and measured flexural responses. Response results are compared at top displacements on the walls. Results obtained in the analytical model for barbell-shaped cross section wall compared favorably with experimentally responses for flexural capacity, stiffness, and deformability. |
| ISBN | 978-0-9960437-0-0 |
