Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins-Reference-Cited by-同舟云学术

Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins

Published:2013-07 Issue: Volume:52 Page:1-16
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Vasdravellis George,Karavasilis Theodore L.,Uy Brian

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference30 articles.

1. CEN. Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings. European Committee for Standardization. Brussels; 2004.

2. Posttensioned seismic-resistant connections for steel frames;Ricles;J Struct Eng,2001

3. Experimental evaluation of earthquake resistant posttensioned steel connections;Ricles;J Struct Eng,2002

4. Posttensioned energy dissipating connections for moment-resisting steel frames;Christopoulos;J Struct Eng,2002

5. Seismic performance of post-tensioned steel moment resisting frames with friction devices;Rojas;J Struct Eng,2004

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