Advances in Civil Engineering

Research Article

Damage Identification of a Steel Frame Based on Integration of Time Series and Neural Network under Varying Temperatures

Table 2

Numerical damage scenarios of the ASCE steel-braced frame structure.
TypeDamage scenariosDamage location
SingleDC 1Brace 1
DC 2Brace 4
DC 3Brace 5
MultipleDC 4Braces 1, 4
DC 5Braces 1, 5
DC 6Braces 4, 5