Song, Biao;
Hassan, Ahmad;
Kanvinde, Amit;
Galasso, Carmine;
(2023)
Probabilistic seismic performance assessment of steel moment-resisting frames considering exposed column-base plate connections with ductile anchor rods.
Earthquake Engineering & Structural Dynamics
10.1002/eqe.3949.
(In press).
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Abstract
This paper presents a numerical study assessing the seismic performance of steel moment-resisting frames (SMRFs) designed with ductile exposed column-base plate (ECBP) connections employing yielding anchor rods. For their potential use as weak bases, the proposed ECBP detail is designed to accommodate plastic deformations in the anchors. The seismic performance of 2- and 4-story archetype SMRFs with ECBPs is investigated to examine the effects of various base-connection strengths on the frame collapse mechanisms and probabilities. To this aim, the ECBP connections of each frame are designed for a set of three strength levels, ranging from reduced seismic loads to capacity-designed forces of the adjoining columns. These designs enable the base responses to vary from highly inelastic (i.e., weak-base design) to elastic (i.e., strong-base design) when subjected to earthquake-induced ground shaking. Nonlinear time history analysis (NLTHA) is extensively performed, applying a suite of assembled ground-motion sequences (i.e., two ground motions in series) to assess the ECBP connection response and the corresponding frame behavior. Fragility analyses accounting for only the first ground motions in each considered sequence (to derive fragility curves), and the entire ground-motion sequences (to derive fragility surfaces) are also performed to evaluate the probabilities of frame collapse and base connection failure. Finally, key findings regarding the seismic performance of ductile ECBP connections and their effects on the frame collapse are discussed. The limitations of the study are also outlined.
| Type: | Article |
|---|---|
| Title: | Probabilistic seismic performance assessment of steel moment-resisting frames considering exposed column-base plate connections with ductile anchor rods |
| Open access status: | An open access version is available from UCL Discovery |
| DOI: | 10.1002/eqe.3949 |
| Publisher version: | https://doi.org/10.1002/eqe.3949 |
| Language: | English |
| Additional information: | This is an open access article under the terms of the Creative Commons Attribution-NonCommercial License, which permits use, distribution and reproduction in any medium, provided the original work is properly cited and is not used for commercial purposes. See: http://creativecommons.org/licenses/by-nc/4.0/ |
| Keywords: | Science & Technology, Technology, Engineering, Civil, Engineering, Geological, Engineering, ductile column-base connection, fragility assessment, seismic performance, steel moment-resisting frame, GROUND MOTION RECORDS, BEHAVIOR, COLLAPSE, DEMANDS, DAMAGE |
| UCL classification: | UCL UCL > Provost and Vice Provost Offices > UCL BEAMS UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng |
| URI: | https://discovery.ucl.ac.uk/id/eprint/10173481 |
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