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Field Investigation of the Effect of Nonstructural Walls on Structural Dynamic Characteristics: Case Study of a 4-Story Steel Building Damaged in Sarpol-e Zahab Earthquake

عنوان مقاله: Field Investigation of the Effect of Nonstructural Walls on Structural Dynamic Characteristics: Case Study of a 4-Story Steel Building Damaged in Sarpol-e Zahab Earthquake
شناسه ملی مقاله: SECM03_308
منتشر شده در سومین کنفرانس بین المللی پژوهش های کاربردی در مهندسی سازه و مدیریت ساخت در سال 1398
مشخصات نویسندگان مقاله:

M. Khanmohammadi - Associate Professor of Civil Engineering Faculty at University of Tehran, Tehran, Iran
M. Eshraghi - Graduated Student of Master of Science at University of Tehran, Tehran, Iran
s behboodi - Master of Science Student at University of Tehran, Tehran, Iran
m nafisifard - Master of Science Student at University of Tehran, Tehran, Iran

خلاصه مقاله:
Structural dynamic characteristics including natural frequency, mode shapes, and damping are the most important parameters in determining the seismic response of any structure. The present study investigated the dynamic characteristics of a damaged four-story steel building at Sarpol-e Zahab province in two conditions by ambient vibration test. At the first condition, the building contained nonstructural elements while at the second condition, nonstructural elements of the third and the fourth story were eliminated. Experimental results indicate that nonstructural elements have significant effects on the building’s natural frequency and the damping.

کلمات کلیدی:
Dynamic characteristics, nonstructural elements, Damping, Ambient Vibration Test

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/917566/