RESPONSE OF PURE-FRICTION BASE ISOLATED TORSIONALLY COUPLED SYSTEM
سال انتشار: 1374
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 109
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شناسه ملی سند علمی:
SEE02_106
تاریخ نمایه سازی: 11 مهر 1400
چکیده مقاله:
Response of one-storey model of torsionally coupled building with sliding support to two component random ground motion is obtained and analyzed under different parametric variations to investigate the effectiveness of the sliding support. The effectiveness is studied by obtaining the response with and without considering interaction between the two lateral frictional resistances of the sliding support on the criterion of sliding.
نویسندگان
r.s JANGID
Lecturer, Department of Civil Engineering, Indian Institute of Technology, Powai, Bombay - ۴۰۰۰۷۶ (India)
t.k datta
Professor, Department of Civil Engineering, Indian Institute of Technology, Hauzkhas, New Delhi - ۱۱۰۰۱۶ (India)