An improved direct displacement-based design (DDBD) method for the seismic design of
three types of plane steel frames, ie, moment-resisting frames (MRFs), steel eccentrically …

Two new structure-specific scalar intensity measures for plane steel frames under far-field
earthquakes are proposed. These intensity measures of the spectral acceleration and …

This paper reviews the applications of the multi degree-of-freedom (MDOF) equivalent linear
system in seismic analysis and design of planar steel and reinforced concrete framed …

Self-centering wall structures (SCWs) are well-developed resilient structures and are being
gradually implemented in practical engineering. The direct displacement-based design …

This paper presents state-of-the-art review of force reduction factor evaluation for the main
traditional steel lateral load resisting systems: moment resisting frames, concentrically …

In this study, a straightforward method for evaluating damage and ultra-low-cycle fatigue
(ULCF) life of high-rise steel frame structures under strong seismic loading at the material …

In this work, a tied braced frame (TBF) was developed to achieve uniform inelastic
deformation in an eccentrically braced frame (EBF) by connecting links across the entire …

This work presents a comparison of three performance-based seismic design methods
(PBSD) as applied to plane steel frames having eccentric braces (EBFs) and buckling …

abstract This paper reviews the applications of the multi degree-of-freedom (MDOF)
equivalent linear system in seismic analysis and design of planar steel and reinforced …

A performance-based seismic design method for plane steel moment resisting and braced
framed structures is presented. It is a force-based design method employing equivalent …