Behaviour factors of MR steel frames with semi-rigid connections – a parametric study

The paper presents a parametric study of the q-factor of steel moment resistant frames. The study considers semi-rigid beam-to-column joints with standard behaviour, characterized by their stiffness, resistance and deformation capacity. Three performance levels or limit states are considered, Serviceability Limit State (SLS), Damageability Limit State (DLS) and Ultimate Limit State (ULS).

Authors

Carlos Rebelo (ORCID: https://orcid.org/0000-0003-2543-0114)
Luís Magalhães (ORCID: https://orcid.org/0000-0001-8348-9961)

Publication Details

Published: 2026-02-24
DOI: https://doi.org/10.1201/9781003762553-50
Primary Topic: Structural Load-Bearing Analysis
Type: article
Field-Weighted Citation Impact: 0.00

Controls

|||

ALL TIME

JAN

FEB

MAR

APR

MAY

JUN

JUL

AUG

SEP

OCT

article

Behaviour factors of MR steel frames with semi-rigid connections – a parametric study

Carlos Rebelo, Luís Magalhães

Feb 24, 2026

Structural Load-Bearing Analysis

article

Behaviour factors of MR steel frames with semi-rigid connections – a parametric study

Carlos Rebelo, Luís Magalhães

February 24, 2026article en

Abstract

Openalex Percentile: Top 98%

Structural Load-Bearing Analysis

DOI Open Access PDF OpenAlex

AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Behaviour factors of MR steel frames with semi-rigid connections – a parametric study — Carlos Rebelo, Luís Magalhães · (2026) | TGRS Research Map | TGRS