the objective of this review to be submitted in two independent parts, for steel frames and for rc frames, is to compare their structural performance with respect to the proposed n2-method, and so also of the consequent convenience of using pushover methodology for the seismic analysis of these structures. a preliminary investigation is presented on a pushover analysis used for the seismic perf...

Using the formula of shear bearing force of oblique cross section in eccentrically loaded column, we analyze the stress acting on short-leg shear wall and conventional eccentrically loaded column. We propose the formula for calculating the shear bearing force of oblique cross section of short-leg shear wall that considers the action of vertical reinforcing steel bars, flange and axial compressi...

In the last decades, high priority has been given by research community to development of low-damage structures, and reparability become fundamental for minimizing environmental economic impact reconstruction. this context, European Research Fund Coal Steel (RFCS) project DISSIPABLE was carried out, with aim test large-scale structures where dissipation is concentrated on replaceable components...

The objective of this review to be submitted in two independent parts, for steel frames and for RC frames, is to compare their structural performance with respect to the proposed N2-method, and so also of the consequent convenience of using pushover methodology for the seismic analysis of these structures. A preliminary investigation is presented on a pushover analysis used for the seismic perf...

Several conventional structural systems require sufficient retrofitting design procedures, improvements, and reconstructions to withstand lateral loads decrease the occurrence of damage. High strength capacity ductility for seismic resisting improve vulnerabilities limit damage concentrations in areas subject conditions. types shapes with appropriate energy dissipation features are currently es...

Artikel ini memaparkan hasil studi numerik terhadap perilaku link geser (shear link) pada sistem struktur baja tahan gempa tipe Eccentrically Braced Frame (EBF). Rangka berpengaku eksentrik (EBF) mempunyai kekakuan elastik yang sangat baik dibawah pembebanan lateral sedang dan daktilitas tinggi saat dibebani beban besar. Dibawah kondisi ekstrim inelastik direncanakan untuk ditahan oleh Link. Ki...