Proceedings of the 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM 2014
DOI: 10.7712/120113.4630.c1288
|View full text |Cite
|
Sign up to set email alerts
|

Minimal-Damage Steel Frames Using Post-Tensioned Connections With Web Hourglass Shape Pins: Design and Assessment

Abstract: Abstract.A new self-centering steel post-tensioned connection using web hourglass shape steel pins (WHPs)

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

0
0
0

Publication Types

Select...

Relationship

0
0

Authors

Journals

citations
Cited by 0 publications
references
References 19 publications
0
0
0
Order By: Relevance

No citations

Set email alert for when this publication receives citations?