Numerical-experimental study of neighboring wind effects on tall buildings related to serviceability via reliability

abstract: In this paper a reliability analysis was carried out, regarding the dynamic responses of displacements and accelerations in the x and y directions at the top of CAARC standard tall building, determined by the numerical-experimental High Frequency Pressure Integration technique (HFPI). The...

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Bibliographic Details
Main Authors: Matheus Nunes Reis, Thiarly Feitosa Afonso de Lavôr, João da Costa Pantoja, José Luís Vital de Brito
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2022-03-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952022000500207&lng=en&tlng=en