A review of previous studies shows that there are two general views on how to determine demand in structures through incremental nonlinear static analysis. In the first view, multi-modal methods are used to determine demand in structures. In this view, the applied load pattern is applied to the structure according to the shape of each vibration mode, assuming that the structure deformation foll...

A formula to estimate the yield displacement observed in the pushover analysis of coupled wall lateral force-resisting systems is presented. The estimate is based on the results of an analytical study of coupled walls ranging from 8 to 20 stories in height, with varied amounts of reinforcement in the reinforced concrete coupling beams and walls, subjected to first-mode pushover analysis. An exa...

pushover analysis is a simplified nonlinear analysis technique that can be used to estimate the dynamic demands imposed on a structure under earthquake excitations. one of the first steps taken in this approximate solution is to assess the maximum roof displacement, known as target displacement, using the base shear versus roof displacement diagram. that could be done by the so-called dynamic p...

ABSTRAKPenggunaan bresing tahan tekuk dapat menjadi solusi atas kebutuhan struktur gempa di Indonesia. Disipasi energi pada elemen dilakukan melalui kinerja plastifikasi bagian inti akibat beban tarik dan tekan. Penelitian ini berisi kajian dari bangunan rangka baja beraturan dengan (BRB) variasi level ketinggian lantai yaitu 3 lantai, 8 15 lantai. Analisis 3D dua prosedur analisis modal pushov...

The main objective of this study is to compare the structural members capacity between different types bridges structures under seismic load. results modal analysis showed that models box girder bridge, precast T and U steel bridge had higher values natural frequency comparing with others Pushover in transvers direction bent No. 2 which was located middle superstructure displaced more than 1 3....

Seismic rehabilitation provides existing buildings with more resistance to seismic activity, ground motion, or geotechnical failure due to earthquakes. Performance-based rehabilitation is a general concept through which the retrofitting criteria are defined regarding to performance objectives when the structural and nonstructural members are subject to different levels of earthquake hazards. In...