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Modeling and Seismic Response Analysis of Italian Code-Conforming Reinforced Concrete Buildings
This study investigates the seismic response of reinforced concrete buildings designed according to the current Italian building code. Number of stories, site hazard, presence and distribution of masonry infill panels, and type of lateral resisting system are the key investigated parameters. The mai...
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| Published in: | Journal of earthquake engineering : JEE 2018-12, Vol.22 (sup2), p.105-139 |
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| Main Authors: | , , , , , , , , , , , , , |
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| Language: | English |
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| cited_by | cdi_FETCH-LOGICAL-c385t-ec79924f12d29e8b54d90186100804d18151f7aa263bdf290bd39c8e466dee7f3 |
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| cites | cdi_FETCH-LOGICAL-c385t-ec79924f12d29e8b54d90186100804d18151f7aa263bdf290bd39c8e466dee7f3 |
| container_end_page | 139 |
| container_issue | sup2 |
| container_start_page | 105 |
| container_title | Journal of earthquake engineering : JEE |
| container_volume | 22 |
| creator | Ricci, Paolo Manfredi, Vincenzo Noto, Fabrizio Terrenzi, Marco Petrone, Crescenzo Celano, Francesca De Risi, Maria Teresa Camata, Guido Franchin, Paolo Magliulo, Gennaro Masi, Angelo Mollaioli, Fabrizio Spacone, Enrico Verderame, Gerardo M. |
| description | This study investigates the seismic response of reinforced concrete buildings designed according to the current Italian building code. Number of stories, site hazard, presence and distribution of masonry infill panels, and type of lateral resisting system are the key investigated parameters. The main issues related to design and modeling are discussed. Two Limit States are considered, namely Global Collapse and Usability-Preventing Damage. The main aim of the study is a comparison between the seismic response of the buildings, investigated through nonlinear static and dynamic analyses. Irregularity in the distribution of infill panels and site hazard emerge as the most influential parameters. |
| doi_str_mv | 10.1080/13632469.2018.1527733 |
| format | article |
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| identifier | ISSN: 1363-2469 |
| ispartof | Journal of earthquake engineering : JEE, 2018-12, Vol.22 (sup2), p.105-139 |
| issn | 1363-2469 1559-808X |
| language | eng |
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| source | Taylor and Francis Science and Technology Collection |
| subjects | Aseismic buildings Building codes Code-Conforming Design Concrete Concrete construction Damage prevention Distribution Earthquake damage Global Collapse Italian Code Limit states Masonry Masonry Infill Panels Mathematical models Modelling Multiple Stripe Analysis Nonlinear analysis Nonlinear Static Analysis Panels Parameters Reinforced Concrete Response analysis Seismic analysis Seismic response Usability-Preventing Damage |
| title | Modeling and Seismic Response Analysis of Italian Code-Conforming Reinforced Concrete Buildings |
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