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Plate vibration with arbitrarily oriented stiffners based on Mindlin-Engesser formulation /
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| Corporate Author: | |
|---|---|
| Format: | Electronic |
| Published: |
Brisbane, Australia :
University of Queensland, Dept. of Civil Engineering,
1993.
|
| Series: | Research report (University of Queensland, Dept. of Civil Engineering) ;
CE 143 |
| Subjects: | |
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MARC
| LEADER | 00000am a2200000a 4500 | ||
|---|---|---|---|
| 001 | 00089451 | ||
| 003 | PWmBRO | ||
| 005 | 20240602103743.0 | ||
| 008 | 940825s1993 at eng n | ||
| 110 | 2 | 0 | |a University of Queensland. |b Deptartment of Civil Engineering. |
| 245 | 1 | 0 | |a Plate vibration with arbitrarily oriented stiffners based on Mindlin-Engesser formulation / |c Y. Xiang ...[et al.]. |
| 260 | |a Brisbane, Australia : |b University of Queensland, Dept. of Civil Engineering, |c 1993. | ||
| 300 | |a 29 p. | ||
| 490 | 1 | |a Research report ; |v CE 143 | |
| 650 | 0 | |a Civil engineering. | |
| 653 | 0 | |a Mindlin plates. | |
| 830 | 0 | |a Research report (University of Queensland, Dept. of Civil Engineering) ; |v CE 143 | |
| 942 | |2 ddc | ||
| 952 | |0 0 |1 127 |4 0 |6 624_000000000000000_U58 |7 0 |8 VF |9 105316 |a ML015 |b ML015 |c ML015 |d 2024-06-02 |l 0 |o 624 U58 |p 103345 |r 2019-03-04 00:00:00 |w 2019-03-04 |y VF | ||
| 999 | |c 80431 |d 80431 | ||