ANALYSIS AND BEHAVIOR OF STEEL FRAME BUILDINGS
Douglas A. Foutch, S-Y Yun, K T Lee
Abstract
Douglas A. Foutch, S-Y Yun, K T Lee
Abstract
A performance based design procedure for design of steel moment frames is being developed for the SAC Phase 2 project. The three performance objectives are considered. The procedure is developed within the reliability framework established for the project. Several analysis procedures are recognized and bias factors will be developed so that each method will produce buildings with approximately the same probability of satisfying the design objective. A dynamic pushover analysis is used to determine the maximum drift allowed to prevent global instability. Special, Intermediate and Ordinary moment frames will be investigated.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
A performance based design procedure for design of steel moment frames is being developed for the SAC Phase 2 project. The three performance objectives are considered. The procedure is developed within the reliability framework established for the project. Several analysis procedures are recognized and bias factors will be developed so that each method will produce buildings with approximately the same probability of satisfying the design objective. A dynamic pushover analysis is used to determine the maximum drift allowed to prevent global instability. Special, Intermediate and Ordinary moment frames will be investigated.
Key concepts: Moment (physics), Reliability (semiconductor), Frame (networking), Steel frame, Structural engineering, Engineering, Reliability engineering, Computer science