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Effects of Seismic Incident Directionality on Ground Motion Characteristics and Responses of a Single-Mass Bi-Degree-of-Freedom System

Auteur(s): (Key Laboratory of Structure Dynamic, Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, P. R. China)
(Key Laboratory of Structure Dynamic, Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, P. R. China)
(Key Laboratory of Structure Dynamic, Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, P. R. China)
(Key Laboratory of Structure Dynamic, Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, P. R. China)
(Key Laboratory of Structure Dynamic, Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, P. R. China)
(Key Laboratory of Deep Underground, Science and Engineering of the Ministry of Education, School of Architecture and Environment, Sichuan University, Chengdu 610065, P. R. China)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Structural Stability and Dynamics, , n. 9, v. 21
Page(s): 2150119
DOI: 10.1142/s0219455421501194
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1142/s0219455421501194.
  • Informations
    sur cette fiche
  • Reference-ID
    10610152
  • Publié(e) le:
    08.06.2021
  • Modifié(e) le:
    26.08.2021
 
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