A displacement/damage controlled seismic design method for MRFs with concrete-filled steel tubular columns and composite beams
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference48 articles.
1. Composite steel and concrete structural systems for seismic engineering;Hajjar;J Constr Steel Res,2002
2. Experimental behavior of high strength square concrete-filled steel tube columns;Varma;J. Struc. Eng. ASCE,2002
3. Seismic performance evaluation of a large-scale composite MRF using pseudodynamic testing;Herrera;J. Struc. Eng. ASCE,2008
4. Modeling level selection for seismic analysis of concrete‐filled steel tube/moment‐resisting frames by using fragility curves;Skalomenos;Earthq Eng Struct Dynam,2015
5. Seismic analysis and design of composite steel/concrete building structures involving concrete-filled steel tubular columns;Skalomenos,2018
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1. Hysteretic behavior of composite beam-reinforced concrete column frame;Results in Engineering;2024-09
2. On the Nonlinear Behavior of Composite Structures under Multiple Earthquakes Considering Soil–Structure Interaction;CivilEng;2024-08-16
3. Seismic performance and damage evaluation of concrete-encased CFST composite columns subjected to different loading systems;STEEL COMPOS STRUCT;2023
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