Investigating Non-Linear Dynamic Behavior of Dual Steel Frames under the Effect of Near and Far Fields to Fault

Authors

DOI:

https://doi.org/10.56748/ejse.182762

Keywords:

Dual steel frame, Far field from fault, Near field to fault, Time history non-linear dynamic analysis

Abstract

This study sought to investigate steel frames’ performance with dual lateral loader system (Frame bending + bracings of divergent and convergent) in near and far filed to fault. In order to this, four categories of steel frame with dual system with 8, 10 and 12 story are designed with average formation based on existing seismic regulation in 2800 standard of Iran and tenth chapter of national regulations of construction (planning and performing steel construction). Time history non-linear dynamic analysis under the effect of near and far field earthquakes has been done on plan’s models. Then the maximum of floors’ dislocation, floors’ drift, roof dislocation, base shear and energy curves of frames are shown and compared with each other. All non-linear time history analyses have been accomplished using PERFORM 3D software.

Downloads

Download data is not yet available.

Downloads

Published

2018-06-01

How to Cite

H.R. Ashrafi, P. Beiranvand, H.R. Babaali and M. Gohari (2018) “Investigating Non-Linear Dynamic Behavior of Dual Steel Frames under the Effect of Near and Far Fields to Fault”, Electronic Journal of Structural Engineering, 18(2), pp. 168–182. doi: 10.56748/ejse.182762.

Issue

Section

Articles