- Author
-
Leyendecker, E. V.
|
Ellingwood, B. R.
- Title
- Design to Reduce the Risk of Progressive Collapse.
- Coporate
- National Bureau of Standards, Washington, DC
- Sponsor
- Department of Housing and Urban Development, Washington, DC
- Report
-
NBSIR 76-1106
January 1977
66 p.
- Distribution
- Available from National Technical Information Service
- Keywords
-
abnormal loading
|
alternate path
|
building code
|
design criteris
|
probability
|
progressive collapse
|
reliability
|
structural engineering
|
uncertainty
- Abstract
- A progressive collapse is described as a chain reaction of failures following damage to a relatively small protion of a structure. The damage which results characteristically is out of proportion to the damage which initiated the collapse. The basic concepts associated with progressive collapse are described and the back-ground leading to the concepts is summarized. Possible causes of progressive collapse are discussed, with concentration on abnormal events which have a low probability of occurrence but may have catastrophic consequences. A case study of the probability of structural failure as a consequence of one type of abnormal load (a gas explosion) shows that these probabilities exceed levels generally considered acceptable to engineers. Direct design strategies for reducing progressive collapse are described as (1) the Alternate Path Method and (2) the Specific Local Resistance Method. Equations for load combinations, including appropriate load factors, are presented for each design method. The advantages and disadvantages of each approach are described and it is concluded that the alternate path method affords the designer more flexibility. Although the design strategies are applicable to any type of structure at any time in its life cycle, this report provides detailed recommendations for completed buildings.