Assessment of non structural components on dynamic parameters of pipe racks
Publish place: 5th International Conference on Interdisciplinary Researches in Civil Engineering, Architecture and Urban Management in 21st Century
Publish Year: 1399
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ENGGCONF05_070
تاریخ نمایه سازی: 2 اسفند 1399
Abstract:
Frequent earthquakes in Iran make infrastructures vulnerable sothat engineers are obliged to have comprehensive knowledge in thedynamic of structures. In spite of substantial progress in recent guidelines,there are uncertainties around modelling and analysing of pipe racks.Here four pipe racks were analyzed while carrying conventional layoutof pipes(WP1). This approach was compared to commercial procedureof design and analysis(WOP2).Therefore, the parameters including,period, drift and D=C ratio showed considerable changes which necessitatethe structural calculation for both WP and WOP states.
Keywords:
pipe rack- Earthquake- steel design
Authors
Amir Hossein Roodpeyma
Msc studenet, civil engineering faculty, University of Tehran
Iradj Mahmoudzadehkani
Professor, civil engineering faculty, University of Tehran