English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Plus monthly

Global: Zendy Tools annual

Global: Zendy Tools monthly

Global: Zendy Free Plan

To calculate the behaviour factor by means of a re-analysis of a pushover curve, each modern seismic code defines the reference parameters in a different way which results in a wide variety of possible choices to select them. In order to overcome this kind of problem, this paper discusses some possible definitions of the reference overstrength and ductility parameters which can be used for all types of structures. To do so, the influence of different choices of such parameters in the assessment of the behaviour factor will be investigated for three case studies of different composite steel-concrete MRF buildings. Finally, re-analysis of the obtained results is presented and discussed. 928 Available online at www.eccomasproceedia.org Eccomas Proceedia COMPDYN (2017) 928-945 © 2017 The Authors. Published by Eccomas Proceedia. Peer-review under responsibility of the organizing committee of COMPDYN 2017. doi: 10.7712/120117.5467.20856 Carlo A. Castiglioni1, Amin Alavi1, Giovanni Brambilla1, Alper Kanyilmaz1

A PROCEDURE FOR THE ASSESSMENT OF THE BEHAVIOUR FACTOR FOR STEEL MRF SYSTEMS BASED ON PUSHOVER ANALYSIS