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Seismic behavior of light-gauge cold-formed steel stud walls / Mohammed Fathi Abdelhamid Belal ; Supervised Sherif Ahmed Mourad , Mohammed Hassanin Serror , Mohammed Mousad Elsaadawy

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohammed Fathi Abdelhamid Belal , 2021Description: 89 P. : charts , facsimiles ; 30cmOther title:
  • السلوك الزلزالى للحوائط المعدن{u٠٦أأ}ة الخف{u٠٦أأ}فة المشكلة على البارد [Added title page title]
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Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The seismic behavior of light-gauge CFS stud walls is evaluated through both experimental tests and numerical study to investigate their behavior. Studies on different structural components of the light-gauge CFS stud wall are performed. For framing members, different number of mid-field studs are considered. Moreover, the effect of blockings and their locations are investigated. As for the sheathing board, different types of sheathing materials are investigated. Furthermore, openings in sheathing with different configurations are studied. The experimental program is carried out at the (HBRC) in Egypt on a total number of six light-gauge CFS stud wall specimens. Different configurations including different sheathing material as well as number of sheathing sides are considered. In addition, both monotonic and cyclic loading (CUREE protocol) using displacement-controlled loading are adopted
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2021.Mo.S (Browse shelf(Opens below)) Not for loan 01010110083174000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2021.Mo.S (Browse shelf(Opens below)) 83174.CD Not for loan 01020110083174000

Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

The seismic behavior of light-gauge CFS stud walls is evaluated through both experimental tests and numerical study to investigate their behavior. Studies on different structural components of the light-gauge CFS stud wall are performed. For framing members, different number of mid-field studs are considered. Moreover, the effect of blockings and their locations are investigated. As for the sheathing board, different types of sheathing materials are investigated. Furthermore, openings in sheathing with different configurations are studied. The experimental program is carried out at the (HBRC) in Egypt on a total number of six light-gauge CFS stud wall specimens. Different configurations including different sheathing material as well as number of sheathing sides are considered. In addition, both monotonic and cyclic loading (CUREE protocol) using displacement-controlled loading are adopted

Issued also as CD

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