Analysis of damping ratio on the optimization of geometrically nonlinear truss structures subjected to dynamic loading
Abstract The objective of this paper is to present the formulation for optimizing truss structures with geometric nonlinearity under dynamic loads, provide pertinent case studies and investigate the influence of damping on the final result. The type of optimization studied herein aims to determine t...
Guardado en:
Autores principales: | Bastos Martinelli,Larissa, Cassimiro Alves,Élcio |
---|---|
Lenguaje: | English |
Publicado: |
Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
2020
|
Materias: | |
Acceso en línea: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000300321 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Seismic Evaluation of Frame with Belt Truss by Incremental Modified Pushover Analysis (IMPA)
por: Hamed Gholami Heidarabadi, et al.
Publicado: (2021) -
Empirical Formulas of Shear Modulus and Damping Ratio for Geopolymer-Stabilized Coarse-Grained Soils
por: Shengnian Wang, et al.
Publicado: (2021) -
Study of the effect of specimen size and frequency on the structural damping property of beam
por: Shozo KAWAMURA, et al.
Publicado: (2016) -
The Assessment and Comparison of Tall Buildings with Outrigger and Belt Truss Systems Using Fragility Curves
por: Hamed Hamidi, et al.
Publicado: (2018) -
Nonlinear similar design of large slenderness ratio truss boom
por: Xu-yang CAO, et al.
Publicado: (2017)