Openmetumetadata only
Proposed seismic performance factors for linked column frame systems using FEMA-P695 methodology
earthquake-resistant design, fema p695, linked column frame, nonlinear time history analysis, response modification factor, seismic performance factors
This document is indexed with metadata only — full text is not available in the archive for this record.
Open the official source ↗
Record · ID 400104
Conceptio Open Knowledge Archive — every document is proof-bundled with source, license, and retrieval metadata.