Infill Masonry Effect on Capacity and Performance Curves ofReinforced Concrete Frames In Near Field Earthquake

Infill, concrete frame, seismic performance, inelastic analysis

کلیدواژه ها:

Infill lots of desirable and undesirable effects on seismic behavior of reinforced concrete frames.In the design of buildings the infill that is normally used to separate the spaces ، even in seismicactive zones ، generally be taken as structural elements. Unfortunately ، the existing codes ، Do notoffer a standards and accepted guidelines for modeling ، analysis and design of infill frames. Inthis study the seismic performance of RC frames with Infill in near fault areas under nonlineartime history analysis is investigated. For this purpose two concrete frame 3 and 6-Story ، eachwith full Infill an