Abstract
The paper is focused on the key role of the connections between precast elements in determining the seismic performance of industrial Precast Structures (PS). The work critically investigates the influence of different variables on the connection behaviour, as well as the results of the different safety assessment approaches. Referring to a case study based on an industrial PS located in Italy, one highlights the importance of the connection in the seismic upgrade of existing PS, and the minor role of the mechanical slenderness of the column when considering weak connections.
Original language | English |
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Title of host publication | International Conference of Numerical Analysis and Applied Mathematics, ICNAAM 2016 |
Editors | Theodore E. Simos, Theodore E. Simos, Charalambos Tsitouras |
Publisher | American Institute of Physics |
Chapter | 4 |
ISBN (Electronic) | 9780735415386 |
DOIs | |
Publication status | Published - 21 Jul 2017 |
Externally published | Yes |
Event | International Conference of Numerical Analysis and Applied Mathematics 2016, ICNAAM 2016 - Rhodes, Greece Duration: 19 Sept 2016 → 25 Sept 2016 |
Publication series
Name | AIP Conference Proceedings |
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Volume | 1863 |
ISSN (Print) | 0094-243X |
ISSN (Electronic) | 1551-7616 |
Conference
Conference | International Conference of Numerical Analysis and Applied Mathematics 2016, ICNAAM 2016 |
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Country/Territory | Greece |
City | Rhodes |
Period | 19/09/16 → 25/09/16 |
Bibliographical note
Publisher Copyright:© 2017 Author(s).
Keywords
- deformable connections
- dowel pin
- lumped plasticity
- nonlinear static analysis
- precast concrete structures