A variable limit for the instability parameter of wall-frame or core-frame bracing structures
This work aims to investigate the viability and convenience of adopting a variable limit α1 for the instability parameter of buildings with reinforced concrete wall-frame or core-frame structures. Initially, the evolution of tall buildings global stability theory is summarized, giving emphasis to de...
Main Author: | R. J. Ellwanger |
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Format: | Article |
Language: | English |
Published: |
Instituto Brasileiro do Concreto (IBRACON)
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Series: | Revista IBRACON de Estruturas e Materiais |
Subjects: | |
Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952012000100008&lng=en&tlng=en |
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