Abstract
Using second moment methods, the reliability with respect to several limit states for seventy three prestressed concrete beams is assessed. These beams that are extensively used in the construction industry have been designed according to the ACI 318-89 requirements. Ranges of reliability index for each limit state are given.
| Original language | English |
|---|---|
| Title of host publication | Proc Struct Congr 94 |
| Publisher | Publ by ASCE |
| Pages | 193-198 |
| Number of pages | 6 |
| ISBN (Print) | 087262952X |
| Publication status | Published - 1994 |
| Event | Proceedings of the Structures Congress '94 - Atlanta, GA, USA Duration: Apr 24 1994 → Apr 28 1994 |
Other
| Other | Proceedings of the Structures Congress '94 |
|---|---|
| City | Atlanta, GA, USA |
| Period | 4/24/94 → 4/28/94 |
Fingerprint
ASJC Scopus subject areas
- Engineering(all)
Cite this
Comprehensive reliability analysis of prestressed concrete beams. / Al-Harthy, A. S.; Frangopol, D. M.
Proc Struct Congr 94. Publ by ASCE, 1994. p. 193-198.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Comprehensive reliability analysis of prestressed concrete beams
AU - Al-Harthy, A. S.
AU - Frangopol, D. M.
PY - 1994
Y1 - 1994
N2 - Using second moment methods, the reliability with respect to several limit states for seventy three prestressed concrete beams is assessed. These beams that are extensively used in the construction industry have been designed according to the ACI 318-89 requirements. Ranges of reliability index for each limit state are given.
AB - Using second moment methods, the reliability with respect to several limit states for seventy three prestressed concrete beams is assessed. These beams that are extensively used in the construction industry have been designed according to the ACI 318-89 requirements. Ranges of reliability index for each limit state are given.
UR - http://www.scopus.com/inward/record.url?scp=0028018591&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0028018591&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0028018591
SN - 087262952X
SP - 193
EP - 198
BT - Proc Struct Congr 94
PB - Publ by ASCE
ER -