Dynamic response of a full scale tested bridge
| Auteur(s): |
Slavko Zdravkovic
Danilo Ristic |
|---|---|
| Médium: | papier de conférence |
| Langue(s): | anglais |
| Conférence: | IABSE Symposium: Long-Span and High-Rise Structures, Kobe, Japan, September 1998 |
| Publié dans: | IABSE Symposium Kobe 1998 |
| Page(s): | 389-390 |
| Année: | 1998 |
| DOI: | 10.5169/seals-59897 |
| Abstrait: | Presented in this paper is dynamic testing of a reinforced-concrete bridge on the Kumanovo -Titov Veles motor way The bridge is constructed of precast-prefabricated prestressed simplebeams continued by a cast-in place deck structure The objective of the test was to define themain dynamic characteristics of the structure necessary for the formulation of the mathematicalmodel of this type of structures Then, a mathematical model was formulated for the testedbridge The model consists of 79 nodal points and 89 elements The comparison between thecomputed and the measured values pointed to very good agreement ofthe results |
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10016577 - Publié(e) le:
09.01.2005 - Modifié(e) le:
29.12.2019
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