The seismic performance of a composite moment resisting frame (MRF) comprised of concrete filled tube (CFT) columns and wide flange beams was investigated experimentally …
The capacity of a structure can be assessed using inelastic analysis, requiring sophisticated numerical procedures such as pushover and incremental dynamic analyses. A simplified …
This paper examines the seismic performance of composite steel-concrete moment-resisting frames. Several sensitivity and parametric investigations are undertaken using an advanced …
The objective of this research is to improve the knowledge base on the seismic behavior of typical steel moment resisting frame structures, considering regions of different seismicity …
SW Han, NY Jee - Engineering structures, 2005 - Elsevier
The objective of this study was to investigate the seismic behaviors of columns in Ordinary Moment Resisting Concrete Frames (OMRCF) and Intermediate Moment Resisting Concrete …
SW Han, OS Kwon, LH Lee - Earthquake engineering & …, 2004 - Wiley Online Library
This study focuses on the seismic performance of Ordinary Moment‐Resisting Concrete Frames (OMRCF) designed only for gravity loads. For this purpose, a 3‐story OMRCF was …
Composite moment frames consisting of steel beams and reinforced concrete columns (so called RCS moment frames) are one of several types of hybrid systems gaining acceptance …
HA El Howary, SSF Mehanny - Earthquake engineering & …, 2011 - Wiley Online Library
A multi‐level seismic vulnerability assessment of reinforced concrete moment frame buildings located in moderate seismic zones (0.25 g) is performed on a set of ductile …
Abstract Incremental Dynamic Analysis (IDA), Nonlinear Response History Analysis (NLRHA) and Nonlinear Static Pushover Analysis (NSPA) has been carried out to evaluate …