ETAG 001 Annex E (2013) - Assessment of Metal Anchors for Use in Concrete under Seismic Actions.
- Abbreviation
- ETAG 001 Annex E (2013)
- Valid from
- 1/04/2013
- Information provider
- European Organisation for Technical Approvals,
- Author
- European Organisation for Technical Approvals
- Information type
- Technical guidance,
- Format
- PDF,
Description
This Guideline covers applications where the concrete members in which the anchors are embedded are subject to static or quasi-static actions as well as to seismic actions (see Annex E).
Annex E gives the preconditions, assumptions, required tests and assessment for metal anchors under seismic actions.
The tests in this annex are intended to evaluate the performance of anchors under simulated seismic tension and shear loading, including the effects of cracks, and under simulated seismic crack cycling conditions.
Scope
This annex covers metal anchors for use in concrete under seismic actions. The assessment of metal anchors under seismic actions (ETAG 001 Annex E) is optional.
The annex deals with the preconditions,
assumptions, required tests and assessment for metal anchors under seismic actions. Anchors qualified for
multiple use for non-structural applications according to ETAG 001, Part 6 are not covered by this document.
This annex does not address the use of anchors under fatigue loads and/or impact loads.
This resource is cited by:
ETAG 001 Annex E (2013) - Assessment of Metal Anchors for Use in Concrete under Seismic Actions.
This document is CITED BY:
-
NZS 3101.1:2006 (inc A1, A2, A3)
ETAG 001 Annex E (2013) is cited by NZS 3101.1:2006 (inc A1, A2, A3) Concrete structures standard. - Part 1: The design of concrete structures. - SPONSORED. from 30/08/2017