id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
alkej-406	Al-Khafaji, Hussein M. H.	المستوى الافضل لحمولة الالتواء الحرج لهيكل رقيق الجدران دائري معرض للانحناء	2019	10	.pdf	application/pdf	4045	225	67	Each value of critical buckling load in the fifth column of Table 3 is obtained from the calculating of average value for analyzing the finite elements model to three times for each parameters set and corresponding levels (raw in the table). In addition, the researchers in [13],[14],[15], [16] and [17], have used finite element to investigate stability behavior, optimization and design of unstiffened and stiffened circular thin walled structures.	cache/alkej-406.pdf	txt/alkej-406.txt