Nonlinear finite element modeling for steel beam-column connection attached with top and seat angle

• 第一著者: Hosseini, Seyed Hamed
• フォーマット: 学位論文
• 言語: English
• 出版事項: 2013
• 主題: Unspecified
• オンライン･アクセス: http://eprints.utm.my/id/eprint/33236/1/SeyedHamedHosseiniMFKA2013.pdf; http://eprints.utm.my/id/eprint/33236/; http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:75188?queryType=vitalDismax&query=Nonlinear+finite+element+modeling+for+steel+beam-column+connection+attached+with+top+and+seat+angle&public=true

Two types of connection are generally considered in the design of steel structures in practice. These are classified as completely rigid (fixed) and simple (pin) connections. In theory, completely rigid connections cannot undergo rotation and simple connections cannot transfer moment. Nevertheless,...