Artificial Ground Motions and Nonlinear Response of RC Structures
The selection of seismic inputs for nonlinear dynamic analysis is widely debated, mainly focusing on the advantages and disadvantages provided by the choice of natural, simulated, or artificial records. This work proves the differences in the structural behavior of RC buildings when using accelerogr...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2020-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/8849623 |
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| _version_ | 1850174139256537088 |
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| author | Marco Filippo Ferrotto Francesco Basone Panangiotis G. Asteris Liborio Cavaleri |
| author_facet | Marco Filippo Ferrotto Francesco Basone Panangiotis G. Asteris Liborio Cavaleri |
| author_sort | Marco Filippo Ferrotto |
| collection | DOAJ |
| description | The selection of seismic inputs for nonlinear dynamic analysis is widely debated, mainly focusing on the advantages and disadvantages provided by the choice of natural, simulated, or artificial records. This work proves the differences in the structural behavior of RC buildings when using accelerograms with different levels of stationarity. Initially, nonlinear response under three sets of accelerograms equivalent in terms of pseudo acceleration spectrum is evaluated and compared. Then, the results of incremental dynamic analyses are compared by the statistical point of view considering different levels of irregularity for the reference structure. |
| format | Article |
| id | doaj-art-d2729e4c1d514707820bbbeea63bcfab |
| institution | OA Journals |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2020-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-d2729e4c1d514707820bbbeea63bcfab2025-08-20T02:19:43ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88496238849623Artificial Ground Motions and Nonlinear Response of RC StructuresMarco Filippo Ferrotto0Francesco Basone1Panangiotis G. Asteris2Liborio Cavaleri3Department of Engineering, University of Palermo, Viale delle Scienze, Palermo, ItalyUniversity of Enna “Kore”, Enna, ItalySchool of Pedagogical & Technological Education, Athens, GreeceDepartment of Engineering, University of Palermo, Viale delle Scienze, Palermo, ItalyThe selection of seismic inputs for nonlinear dynamic analysis is widely debated, mainly focusing on the advantages and disadvantages provided by the choice of natural, simulated, or artificial records. This work proves the differences in the structural behavior of RC buildings when using accelerograms with different levels of stationarity. Initially, nonlinear response under three sets of accelerograms equivalent in terms of pseudo acceleration spectrum is evaluated and compared. Then, the results of incremental dynamic analyses are compared by the statistical point of view considering different levels of irregularity for the reference structure.http://dx.doi.org/10.1155/2020/8849623 |
| spellingShingle | Marco Filippo Ferrotto Francesco Basone Panangiotis G. Asteris Liborio Cavaleri Artificial Ground Motions and Nonlinear Response of RC Structures Advances in Civil Engineering |
| title | Artificial Ground Motions and Nonlinear Response of RC Structures |
| title_full | Artificial Ground Motions and Nonlinear Response of RC Structures |
| title_fullStr | Artificial Ground Motions and Nonlinear Response of RC Structures |
| title_full_unstemmed | Artificial Ground Motions and Nonlinear Response of RC Structures |
| title_short | Artificial Ground Motions and Nonlinear Response of RC Structures |
| title_sort | artificial ground motions and nonlinear response of rc structures |
| url | http://dx.doi.org/10.1155/2020/8849623 |
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