Details
| Original language | English |
|---|---|
| Title of host publication | Structural safety & reliability |
| Subtitle of host publication | Proceedings of ICOSSAR '89 |
| Pages | 1371-1374 |
| Number of pages | 4 |
| Volume | I |
| Publication status | Published - 1989 |
| Externally published | Yes |
| Event | International Conference on Structural Safety and Reliability - San Francisco, United States Duration: 7 Aug 1989 → 11 Aug 1989 Conference number: 5 |
Abstract
This paper contains an investigation of the transverse vibrations of EULER-BERNOULLI beams under longitudinal tension and random space-time loading. Using GREEN's function the variances of the displacement and of the bendingstrain are calculated in closed form and possible differences in safety and performance requirements resulting from the use of different mathematical models for the spatial correlation of the excitation forces are indicated.
ASJC Scopus subject areas
- Engineering(all)
- General Engineering
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Structural safety & reliability: Proceedings of ICOSSAR '89. Vol. I 1989. p. 1371-1374.
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Comparsion of different mathematical models for the spatial correlation of distributed excitation forces
AU - Wallaschek, Jorge
N1 - Conference code: 5
PY - 1989
Y1 - 1989
N2 - This paper contains an investigation of the transverse vibrations of EULER-BERNOULLI beams under longitudinal tension and random space-time loading. Using GREEN's function the variances of the displacement and of the bendingstrain are calculated in closed form and possible differences in safety and performance requirements resulting from the use of different mathematical models for the spatial correlation of the excitation forces are indicated.
AB - This paper contains an investigation of the transverse vibrations of EULER-BERNOULLI beams under longitudinal tension and random space-time loading. Using GREEN's function the variances of the displacement and of the bendingstrain are calculated in closed form and possible differences in safety and performance requirements resulting from the use of different mathematical models for the spatial correlation of the excitation forces are indicated.
UR - http://www.scopus.com/inward/record.url?scp=0024886037&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0024886037
SN - 0-87262-743-8
VL - I
SP - 1371
EP - 1374
BT - Structural safety & reliability
T2 - International Conference on Structural Safety and Reliability
Y2 - 7 August 1989 through 11 August 1989
ER -