Bibliographic Details
| Summary: | The results of a series of experiments on four reinforced concrete flat slab specimens with shear studs and a control specimen without any shear reinforcement are presented. The specimens were tested under constant gravity loads and reversed horizontal cyclic displacements. The main test variables were the applied gravity load and the number of perimeters of studs. One of the specimens was tested in two phases to study the postearthquake behavior. Results showed a considerable improvement of the deformation capacity of specimens with studs compared to the reference specimen. In agreement with previous research, increasing the applied gravity shear ratio resulted in a lower experimental drift capacity. It is shown that a better explanation of the observed ultimate drifts can be made by considering also the flexural capacity and the extent of shear reinforcement. The specimen tested in two phases exhibited considerable residual capacity, even after severe horizontal loading. |
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| Main Authors: | Isufi, Brisid |
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| Other Authors: | Pinho Ramos, António; Lúcio, Válter |
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| Subject: | cyclic loading flat slab gravity load punching shear studs Civil and Structural Engineering Building and Construction General Materials Science Mechanics of Materials |
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| Year: | 2019 |
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| Country: | Portugal |
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| Document type: | article |
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| Access type: | open access |
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| Associated institution: | Universidade Nova de Lisboa |
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| Language: | English |
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| Origin: | Repositório Institucional da UNL |
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