Triangulation frames with eccentric bars
Steel earthquake-resistant constructions - Within the Eurocode 8 context
Article REF: C2559 V1
Triangulation frames with eccentric bars
Steel earthquake-resistant constructions - Within the Eurocode 8 context

Author : André PLUMIER

Publication date: November 10, 2009, Review date: April 15, 2015 | Lire en français

Logo Techniques de l'Ingenieur You do not have access to this resource.
Request your free trial access! Free trial

Already subscribed?

5. Triangulation frames with eccentric bars

5.1 Reminders

SCROLL TO TOP

5.1.1 Basic features

The analysis of frames with eccentric bar triangulation does not present the difficulties encountered in frames with centric bar triangulation, as the dissipative zones are not located in bars subjected to alternating buckling/plastic tension under cyclic action. Diagonals are not dissipative. They are designed to be over-resistant to the "eccentric sections" or "seismic links" that plasticize in bending and/or shear (see figure

You do not have access to this resource.
Logo Techniques de l'Ingenieur

Exclusive to subscribers. 97% yet to be discovered!

You do not have access to this resource. Click here to request your free trial access!

Already subscribed?

Article included in this offer

"The superstructure of the building"

( 128 articles )

Complete knowledge base

Updated and enriched with articles validated by our scientific committees

Services

A set of exclusive tools to complement the resources

View offer details
Contact us
Contact our team FAQ