Nonlinear finite element modeling for steel beam-column connection attached with top and seat angle
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,...
| मुख्य लेखक: | Hosseini, Seyed Hamed |
|---|---|
| स्वरूप: | थीसिस |
| भाषा: | अंग्रेज़ी |
| प्रकाशित: |
2013
|
| विषय: | |
| ऑनलाइन पहुंच: | http://eprints.utm.my/33236/1/SeyedHamedHosseiniMFKA2013.pdf |
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समान संसाधन
-
Nonlinear finite element analysis of the precast concrete beam-to-column connection
द्वारा: Hii , Jing Song
प्रकाशित: (2004) -
Numerical investigation of top-seat angle connections at elevated temperatures / Leong Siong Hean
द्वारा: Leong, Siong Hean
प्रकाशित: (2013) -
Behavior of reverse top-seat angle connection at ambient and elevated temperatures / Leong Siong Hean
द्वारा: Leong, Siong Hean
प्रकाशित: (2017) -
Finite element formulation for semi-rigid beam-to-column connections using potential energy approach
द्वारा: Mohd., Mohd. Hairil
प्रकाशित: (2011) -
Finite element simulation of rectangular concrete-filled steel-hollow section beam-column structure
द्वारा: Shahrbijari, Kamyar Bagherinejad
प्रकाशित: (2013)