- 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