Abstract
Using a nonlinear stochastic finite element method already developed by the authors, the reliability of steel frames with partially restrained connections is evaluated using the strength and serviceability limit states. It is observed that steel frames with partially restrained connections designed for strength alone may not satisfy the serviceability requirements, making serviceability the governing limit state.
| Original language | English (US) |
|---|---|
| Title of host publication | Proceedings of Engineering Mechanics |
| Pages | 1127-1130 |
| Number of pages | 4 |
| Volume | 2 |
| State | Published - 1995 |
| Event | Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) - Boulder, CO, USA Duration: May 21 1995 → May 24 1995 |
Other
| Other | Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) |
|---|---|
| City | Boulder, CO, USA |
| Period | 5/21/95 → 5/24/95 |
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ASJC Scopus subject areas
- Architecture
- Civil and Structural Engineering
Cite this
SFEM-based evaluation of strength and serviceability requirements. / Gao, Liwei; Haldar, Achintya.
Proceedings of Engineering Mechanics. Vol. 2 1995. p. 1127-1130.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - SFEM-based evaluation of strength and serviceability requirements
AU - Gao, Liwei
AU - Haldar, Achintya
PY - 1995
Y1 - 1995
N2 - Using a nonlinear stochastic finite element method already developed by the authors, the reliability of steel frames with partially restrained connections is evaluated using the strength and serviceability limit states. It is observed that steel frames with partially restrained connections designed for strength alone may not satisfy the serviceability requirements, making serviceability the governing limit state.
AB - Using a nonlinear stochastic finite element method already developed by the authors, the reliability of steel frames with partially restrained connections is evaluated using the strength and serviceability limit states. It is observed that steel frames with partially restrained connections designed for strength alone may not satisfy the serviceability requirements, making serviceability the governing limit state.
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UR - http://www.scopus.com/inward/citedby.url?scp=0029216559&partnerID=8YFLogxK
M3 - Conference contribution
VL - 2
SP - 1127
EP - 1130
BT - Proceedings of Engineering Mechanics
ER -