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Performance-Based Design Methods of Thin-Walled Steel Members at Elevated Temperatures
| Content Provider | Scilit |
|---|---|
| Author | Wang, Yong Mahendran, Mahen Shahbazian, Ashkan |
| Copyright Year | 2020 |
| Description | Thin-walled steel members usually form part of a panel system, either as part of walls or floors. When designing for fire resistance, these panels are assumed to be exposed to fire from one side. Therefore, temperature distributions in thin-walled steel members are non-uniform, with steep gradients. Thin-walled steel members are also prone to different modes of buckling, including local buckling, distortional buckling and global buckling. Therefore, the behaviour of thin-walled steel members in fire is very complicated. It is not surprising that so far there is no widely accepted design calculation method for thin-walled steel members in fire. Book Name: Fire Performance of Thin-Walled Steel Structures |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2017-0-65584-6&isbn=9781351011815&doi=10.1201/9781351011815-6&format=pdf |
| Ending Page | 87 |
| Page Count | 13 |
| Starting Page | 75 |
| DOI | 10.1201/9781351011815-6 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2020-04-01 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Fire Performance of Thin-walled Steel Structures Civil Engineering Fire Buckling Thin Walled Steel Walled Steel Members |
| Content Type | Text |
| Resource Type | Chapter |
