A Multi Pier Macro MPM method for the seismic analysis of steel moment frames

In this paper a novel approach named Multi Pier Macro MPM method is proposed for seismic analysis of steel moment frames. Based on the model an arbitrary multi-bay and multi-story moment frame is substituted by a single bay braced frame consists of two piers and two braces at each story. Piers are c...

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Veröffentlicht in:	Bulletin of earthquake engineering 2024-02, Vol.22 (3), p.1217-1252
Hauptverfasser:	Liu, Yaofang, Li, Ping
Format:	Artikel
Sprache:	eng
Schlagworte:	Civil Engineering Cost analysis Earth and Environmental Science Earth Sciences Earthquakes Environmental Engineering/Biotechnology Frame structures Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Ground motion High rise buildings Hydrogeology Nonlinear response Original Article Piers Reinforcement (structures) Seismic activity Seismic analysis Seismic response Shear stiffness Steel Steel frames Structural Geology
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