Pushover analysis for cold formed storage rack structures

المؤلفون المشاركون

Naganathan, Sivakumar
Kalavagunta, Sreedhar
Bin Mustapha, Kamal Nasharuddin

المصدر

Jordan Journal of Civil Engineering

العدد

المجلد 6، العدد 4 (31 ديسمبر/كانون الأول 2012)، ص ص. 489-500، 12ص.

الناشر

جامعة العلوم و التكنولوجيا الأردنية عمادة البحث العلمي

تاريخ النشر

2012-12-31

دولة النشر

الأردن

عدد الصفحات

12

التخصصات الرئيسية

الهندسة المدنية

الملخص EN

This study investigated the progressive collapse of cold formed storage rack structures subjected to seismic loading, using pushover analysis.

A simple storage rack cold formed steel structure was analyzed with static, non-linear procedure in accordance with FEMA 356 specifications and progressive collapse recorded such as occupancy, immediate occupancy, life safety and collapse prevention.

Pushover analysis was found to be a useful analysis tool for the conventional storage racking systems giving good estimates of the overall displacement demands, base shears and plastic hinge formation.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Kalavagunta, Sreedhar& Naganathan, Sivakumar& Bin Mustapha, Kamal Nasharuddin. 2012. Pushover analysis for cold formed storage rack structures. Jordan Journal of Civil Engineering،Vol. 6, no. 4, pp.489-500.
https://search.emarefa.net/detail/BIM-311596

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Kalavagunta, Sreedhar…[et al.]. Pushover analysis for cold formed storage rack structures. Jordan Journal of Civil Engineering Vol. 6, no. 4 (2012), pp.489-500.
https://search.emarefa.net/detail/BIM-311596

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Kalavagunta, Sreedhar& Naganathan, Sivakumar& Bin Mustapha, Kamal Nasharuddin. Pushover analysis for cold formed storage rack structures. Jordan Journal of Civil Engineering. 2012. Vol. 6, no. 4, pp.489-500.
https://search.emarefa.net/detail/BIM-311596

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references : p. 498-500

رقم السجل

BIM-311596