Repository logo
  • English
  • Ελληνικά
  • Log In
    New user? Click here to register.Have you forgotten your password?
Repository logo
  • Communities & Collections
  • Research Outputs
  • Fundings & Projects
  • People
  • Statistics
  • English
  • Ελληνικά
  • Log In
    New user? Click here to register.Have you forgotten your password?
  1. Home
  2. Ιδρυματικό αποθετήριο Πανεπιστημίου Κύπρου "Γνῶσις" / Gnosis Institutional Repository
  3. 1. Ερευνητικά αποτελέσματα ΠΚ / UCY Research outputs
  4. 006 Πολυτεχνική Σχολή / Faculty of Engineering
  5. Τμήμα Αρχιτεκτονικής / Department of Architecture
  6. Design and Analysis of an Adaptive Bending-Active Plate Gridshell
 
  • Details
Options

Design and Analysis of an Adaptive Bending-Active Plate Gridshell

Article
Date Issued
2018
Author(s)
ORCID link icon Phocas, Marios C.  
Alexandrou, Kristis
Zakou, Christina
DOI
10.20898/j.iass.2018.196.861
Volume
59
Issue
2
Start Page
141
End Page
151
Abstract
Adaptive structural systems possess the ability of geometrical and mechanical adjustment with regard to changing functional, loading, or environmental conditions. In particular, gridshells following bending-active principles in their deformation behavior, require a comprehensive approach in dealing with aspects of form-finding and adaptive structural behavior. The respective framework provides systems of multi-curvature configurations with transformability capabilities that are implemented through a step-by-step process of an initially non-deformed planar grid. In the current paper an adaptive bending-active plate gridshell is proposed. This is a proposal of a structural concept and not of a specific structural/architectural solution. It consists of an array of paired elastic member stripes, which combined with interconnecting telescopic bars and cables of variable length connecting the supports, operate the necessary deformation in providing the system's planar expansion and erection. The topology of the structure and its configurability are initially digitally investigated. Twelve different cases have been developed, based on control parameters of the supports' displacement and the telescopic tubes' length modification. A particular system configuration has been realized in a small-scale model, and further investigated following a sequential nonlinear static Finite-Element Analysis (FEA), in its form-finding and load-deformation behavior.
    Useful Links:
  • Open Science Policies
  • Graduate Thesis Submission Instructions
  • PhD Dissertation Submission Instructions
  • ORCID Creation Guide

  • Creative Commons
  • Journal checker tool
  • Argos
  • Amnesia
  • Repository logo
  • assets/images/cert.png
  • Contact

Built with DSpace-CRIS software - Extension maintained and optimized by 4Science | Powered by Dataly Tech

  • Cookie settings
  • Privacy policy
  • End User Agreement
  • Send Feedback