- Author
- Suzuki, J.
- Title
- Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 1: Preface..
- Coporate
- Tokyo University of Science, Japan
- Journal
- Fire Science and Technology, Vol. 26, No. 3, 93-112, 2007
- Keywords
- seismic design | temperature | steel frames | exposure | fire resistance | building collapse | steel structures | structural design | building codes | fire resistance tests | earthquakes | fire damage | case histories | efficiency | standards | design applications | mechanical properties | building collapse | World Trade Center
- Identifiers
- fire resistance design; World Trade Center (110-story-high) Towers, Manhattan, New York, September 11, 2001; Windsor Building - located in the central part of the Spanish capital, Madrid; summary of the Edificio Windsor; estimate the collapse temperatures of an entire framework heated by a fire; same method to also be applicable to a partial frame; estimate the collapse temperature of the framework; history of past research regarding fire resistance design; fire resistance efficiency of buildings; problems with current design techniques