Accurate determination of the collapse moment of structures by nonlinear analyses is one of
the major challenges for engineers in the seismic design of buildings. Although, structural …

The current isolation technology is mainly developed for seismic response control of
structures in horizontal direction. Seismic records and shaking table test results show that …

This paper deals with the assessment of seismic collapse capacities and the related
collapse durations of steel moment-resisting frames (MRFs). For this purpose, three …

Wide-ranging participation from the US and Japan is being encouraged in the NEES/E-
Defense Collaboration Research Program utilizing the E-Defense shaking table facility. The …

A new framework is presented for analysis of dynamic collapse behavior of steel frames
using large‐scale parallel finite element method based on the domain decomposition …

The growing emphasis of considering the behavior of structures at extreme performance
states, such as collapse, has necessitated the characterization of the effects of varying …

This paper presents a numerical analysis of large displacement responses of elastic–plastic
plane frames under static and dynamic loads, by applying the vector‐form intrinsic finite …

Current design guidelines in the United States require a check for only column axial force
under overstrength seismic loads for capacity-designed steel moment frames. A study is …

The results of a high-precision finite element (FE) analysis using the E-Simulator, which is a
parallel FE analysis software package for virtual shaking-table tests of civil or architectural …

In this study, comparative investigations of a typical steel moment frame and a steel frame-
braced core-tube structure, designed following different seismic codes, are conducted to …