Application of Incremental Dynamic Analysis for Estimating Seismic Performance of High-Rise Bundled Tube Structures
عنوان مقاله: Application of Incremental Dynamic Analysis for Estimating Seismic Performance of High-Rise Bundled Tube Structures
شناسه ملی مقاله: NCNMS02_009
منتشر شده در دومین کنفرانس ملی مصالح و سازه های نوین در مهندسی عمران در سال 1392
شناسه ملی مقاله: NCNMS02_009
منتشر شده در دومین کنفرانس ملی مصالح و سازه های نوین در مهندسی عمران در سال 1392
مشخصات نویسندگان مقاله:
Marzieh Afsary - Master Student, Kharazmi University, Tehran, Iran
Jafar Keyvani Ghamsari - Department of Civil Engineering, Kharazmi University, Tehran, Iran
خلاصه مقاله:
Marzieh Afsary - Master Student, Kharazmi University, Tehran, Iran
Jafar Keyvani Ghamsari - Department of Civil Engineering, Kharazmi University, Tehran, Iran
In this paper, the seismic performance of steel bundled tube structures subjected to near-field records by directivity effect is investigated. IDA (Incremental Dynamic Analysis) that is a powerful and step-by-step method is used. By limiting the intensity of records in the range of very high seismic region of Iranian Seismic code 2800 as the site of near-field records, IDA procedure is summarised and acceptable responses aregained. This procedure approves the good seismic performance of bundled tube structures as high-rise buildings.
کلمات کلیدی: bundled tube structures, Tall buildings, IDA procedure, near-field earthquakes
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/333843/