- 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