Equivalent linear analysis of seismic-isolated bridges subjected to near-fault ground motions with forward rupture directivity effect
Auteur(s): |
Murat Dicleli
Srikanth Buddaram |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Engineering Structures, janvier 2007, n. 1, v. 29 |
Page(s): | 21-32 |
DOI: | 10.1016/j.engstruct.2006.04.004 |
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06.12.2018 - Modifié(e) le:
06.12.2018