- Author
- Quiel, S. E. | Garlock, M. E. M.
- Title
- Predicting the Demand on Fire-Exposed Perimeter Members in a High-Rise Steel Building Frame.
- Coporate
- Princeton Univ., NJ
- Report
- Volume 1
- Book or Conf
- Interflam 2007. (Interflam '07). International Interflam Conference, 11th Proceedings. Volume 1. September 3-5, 2007, London, England, 629-640 p., 2007
- Keywords
- fire resistance | steel structures | high rise buildings | methodology | columns | floor beams | temperature effects | equations | validation | structural analysis
- Identifiers
- structural steel material model used for this study is based on Eurocode; perimeter column response; moment resisting frame (MRF); column stiffness ratios for a range of temperatures up to 400°C; structural compatibility solution; One Meridian Plaza (1MP) Building of Philadelphia, PA; comparison of the simplified and subassembly models; description of structural analysis models used for comparison; comparison of the simplified and full frame models