SEISMIC ASSESSMENT OF ADOBEVAULTED ARCHITE CTURE IN IRAN

سال انتشار: 1394
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 236

فایل این مقاله در 9 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

SEE07_385

تاریخ نمایه سازی: 29 آذر 1399

چکیده مقاله:

Adobe architecture has show n poor performance during past earthquakes and can be identified as one of the most vulnerable building typology to earthquakes. On the other hand, past earthquakes prove that adobe vaulting, a typical roofing system for adobe architecture located in hot and dry areas, plays a significant role in seismic behavior of adobe buildings.This paper reports the result s from a survey carried out on 57 segmental ad obe vaults in the city of Yazd, Iran, aiming at assessing the seismic behavior of adobe vaults, and performin g a numerical parametric study. To this end, a reference vault is considered as representative of the sample.Limit analysis theory imple mented in Block2D software is employed to carry out the numerical analyses. Results indicate that varia tion in influential parameters such as span, rise and thickness of vault and also depth of infill over the vault affects the seismic performance of adobe vaults. In addition, physical properties of infill and mechanical p roperties of adobe have also a significant influence.

نویسندگان

Neda H. SADEGHI

PhD Researcher, ISISE, University of Minho, Guimarães, Portugal

Daniel V. OLIVEIRA

Associate Professor, ISISE, University of Minho, Guimarães, Portugal

Mariana CORREIA

Director, Escola Superior Gallaecia, Vila Nova de Cerveira, Portugal

Hamed A. BONDARABADI

PhD Researcher, ISISE, University of Minho, Guimarães, Portugal