Modelling nonlinear behaviour of two-dimensional steel structures subjected to cyclic loading


Autoria(s): Nassiri, Esmail,
Data(s)

1998

Identificador

http://eprints.qut.edu.au/36052/

Publicador

Queensland University of Technology

Relação

Nassiri, Esmail, (1998) Modelling nonlinear behaviour of two-dimensional steel structures subjected to cyclic loading. PhD thesis, Queensland University of Technology.

Direitos

Copyright Esmail, Nassiri

Palavras-Chave #Steel, Structural Ductility Testing #Structural frames Models #Buckling (Mechanics) Mathematical models #Building, Iron and steel #Buildings Earthquake effects #Structural stability Mathematical models #non-linear analysis #inelastic analysis #second order analysis #post-buckling analysis #plastic-zone analysis #P-delta effect #large deflections analysis #collapse analysis #cyclic loading #proportional loading #multiple-surface model #multi-layer model #steel structures #stress-strain modeling #constitutive methods #two surface model #thesis #doctoral
Tipo

Thesis