0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Effects of Initial Geometrical Imperfection on Ultimate load of Single-Layer Cylindrical Reticulated Shells Under Severe Earthquake

Author(s):
Medium: conference paper
Language(s): English
Conference: Interfaces: Architecture, Engineering, Science, Annual Meeting of the International Association of Shell & Spatial Structures (IASS), Hamburg, 25-27 September 2017
Published in:
Year: 2017
Abstract: Nonlinear dynamic response analysis was performed for two kinds of single-layer cylindrical reticulated shells with initial imperfections under earthquake using OpenSEES, the effect of initial imperfection on ultimate load of cylindrical shell with different key parameters were studied.

Structure Types

Structurae cannot make the full text of this publication available at this time.
  • About this
    data sheet
  • Reference-ID
    10077677
  • Published on:
    21/04/2018
  • Last updated on:
    05/03/2019
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine