Skip to content Skip to navigation
University of Warwick
  • Study
  • |
  • Research
  • |
  • Business
  • |
  • Alumni
  • |
  • News
  • |
  • About

University of Warwick
Publications service & WRAP

Highlight your research

  • WRAP
    • Home
    • Search WRAP
    • Browse by Warwick Author
    • Browse WRAP by Year
    • Browse WRAP by Subject
    • Browse WRAP by Department
    • Browse WRAP by Funder
    • Browse Theses by Department
  • Publications Service
    • Home
    • Search Publications Service
    • Browse by Warwick Author
    • Browse Publications service by Year
    • Browse Publications service by Subject
    • Browse Publications service by Department
    • Browse Publications service by Funder
  • Statistics
  • Help & Advice
University of Warwick

The Library

  • Login

Experimental validation of steel post-tensioned connections with web hourglass pins

Tools
- Tools
+ Tools

Vasdravellis, G., Uy, B. and Karavasilis, Theodore L. (2012) Experimental validation of steel post-tensioned connections with web hourglass pins. In: 7th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA), Santiago, Chile, Jan 09-11, 2012. Published in: STESSA 2012: Proceedings of the 7th International Conference on Behaviour of Steel Structures in Seismic Areas, Chapter 94 pp. 677-683. (In Press)

Full text not available from this repository.

Abstract

Self-centering steel moment resisting frames have been developed as an alternative to conventional steel moment resisting frames aiming to eliminate structural damage and to minimize residual drifts under the design earthquake. In this paper, a new self-centering beam-to-column connection typology is proposed. The connection uses post-tensioned high strength steel bars to provide self-centering capability and a new energy-dissipation system consisting of yielding web hourglass pins which can be very easily replaced if damaged. The connection performance is experimentally validated under quasi-static cyclic loading. The experimental results show that the proposed connection exhibits stable self-centering behaviour and energy dissipation. The connection specimens are imposed to drift levels far beyond the expected design ones in order to identify all possible failure modes.

Item Type: Conference Item (Paper)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TJ Mechanical engineering and machinery
Divisions: Faculty of Science > Engineering
Journal or Publication Title: STESSA 2012: Proceedings of the 7th International Conference on Behaviour of Steel Structures in Seismic Areas
Publisher: CRC Press
Date: January 2012
Volume: Chapter 94
Page Range: pp. 677-683
Status: Peer Reviewed
Publication Status: In Press
Conference Paper Type: Paper
Title of Event: 7th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA)
Type of Event: Conference
Location of Event: Santiago, Chile
Date(s) of Event: Jan 09-11, 2012
URI: http://wrap.warwick.ac.uk/id/eprint/46410

Data sourced from Thomson Reuters' Web of Knowledge

Request changes to a record

Actions (login required)

View Item View Item
twitter

Email us: publications@warwick.ac.uk
Contact Details
About Us