Investigating the filing step effect on the behavior of special moment frame buildings

سال انتشار: 1396
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 446

فایل این مقاله در 6 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

ICCECONF01_179

تاریخ نمایه سازی: 21 اردیبهشت 1397

چکیده مقاله:

In the recent years, the behavior of structures against earthquakes in earthquake-affected countries has beenhighly regarded. Hence, many studies have been conducted about the seismic behavior of the structuresagainst earthquake. Since near-field earthquakes exert more damaging effects to the structures, the studiesof near-field earthquakes are conducted more than far-field ones. Fling step is one of the destructive effectsof near-filed earthquakes happening due to its pulse-like and high period behaviors which are the maindestructive factors of structures. In this paper, the drift of the 5-storey special steel moment frame buildingstudied undergoing far and near-field earthquakes using nonlinear time history analysis. The results showthat the drift of the structure undergoing far-field earthquake effect with fling step is more than the nearfieldearthquake.

کلیدواژه ها:

نویسندگان

Iman Mansouri

Assistant Professor, Department of Civil Engineering, Birjand University of Technology

Shahrokh Shabbazi

Graduate Student Researcher, TAAT Investment Group, Tehran, Iran

Armin Karami

Department of Civil Engineering, Islamic Azad University, Central Tehran, Iran