Seismic Retrofit of a City Hall Using Buckling Restrained Braces Based on Nonlinear Analyses Including Soil-Structure Interaction¶
Skokan, Huang, Islam, & Oguzmert. (2010). Seismic Retrofit of a City Hall Using Buckling Restrained Braces Based on Nonlinear Analyses Including Soil-Structure Interaction. 10th Canadian Conference on Earthquake Engineering, 0-4.
Cited by¶
1 citation across 1 artifact.
Each citation links to the sentence it supports in the citing article.
Domain-specific¶
- Buckling-Restrained Braced Frame
- NIST's steel-frame guidance specifies such checks; a completed concrete-host retrofit reported by its engineers shows an unlike application of the frame system.
This sourceFull original engineer-authored case inspected; construction reported, drift predicted by analysis, internal details of installed braces not independently specified.
- NIST's steel-frame guidance specifies such checks; a completed concrete-host retrofit reported by its engineers shows an unlike application of the frame system.
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Registry ID ref:10f11b86978c · see in the full table