方法证据记录
Incremental Dynamic Analysis
Incremental dynamic analysis (IDA) is a method that runs time-history analyses on a structure with a single ground motion record, progressively increasing the intensity until the structure reaches a specified performance level or collapses. Introduced by Vamvatsikos and Cornell in 2002, this approach efficiently generates fragility curves relating earthquake intensity to structural damage and collapse probability.
源记录
引文逐字复制自方法源记录。这些引文不代表任何层级的验证。
Incremental Dynamic Analysis for Seismic Risk Assessment
分类方法记录 · process-pipeline / civil-engineering
- Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis of seismic performance of structures. Earthquake Engineering & Structural Dynamics, 31(3), 491-514. · DOI 10.1002/eqe.141
- Cornell, C. A., Jalayer, F., Hamburger, R. O., & Foutch, D. A. (2002). Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. Journal of Structural Engineering, 128(4), 526-533. · DOI 10.1061/(ASCE)0733-9445(2002)128:4(526)
- Luco, N., & Cornell, C. A. (2007). Structure-specific scalar intensity measures for near-source and broadband ground motions. Journal of Engineering Mechanics, 133(4), 445-456. · URL
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