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01623nam a2200325 u 4500 |
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10060794 |
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upatras |
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20210117201038.0 |
| 008 |
041209s2002 us eng |
| 020 |
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|a 0870310860
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| 040 |
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|a GR-PaULI
|c GR-PaULI
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| 041 |
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|a eng
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| 082 |
0 |
4 |
|a 624.183 41
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| 245 |
1 |
0 |
|a Examples for the design of structural concrete with strut-and-tie models
|c editor Karl-Heinz Reineck
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| 260 |
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|a Farmington Hills, Mich.
|b American Concrete Institute
|c 2002
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| 300 |
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|a vi, 242 p.
|b fig.
|c 23 cm.
|
| 490 |
1 |
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|a ACI international SP
|v 208
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| 500 |
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|a "Prepared by members of ACI Subcommittee 445-1, Strut and Tie Models, for sessions at the Fall Convention in Phoenix, October 27 to November 1, 2002, and sponsored by Joint ACI-ASCE Committee 445, Shear and Torsion and ACI Committee 318-E, Shear and Torsion."
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| 504 |
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|a Includes bibliographical references
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| 650 |
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4 |
|a Οπλισμένο σκυρόδεμα
|9 349
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| 650 |
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4 |
|a Κατασκευές
|x Σχεδιασμός
|9 350
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| 700 |
1 |
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|a Reineck, Karl-Heinz
|9 53858
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| 710 |
2 |
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|c Phoenix, Ariz.)
|a American Concrete Institute
|e Convention
|d (2002
|9 53859
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| 710 |
2 |
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|a American Concrete Institute
|e Subcommittee 445-1, Strut and Tie Models
|9 24548
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| 760 |
0 |
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|a ACI international SP
|g 208
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| 852 |
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|a GR-PaULI
|b ΠΑΤΡΑ
|b ΒΚΠ
|b ΒΣ1
|k ΑΣΧΞ
|h 624.183 41 REI
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|p 025000047063
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|d 2016-04-24
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|p 025000047063
|r 2016-04-24 00:00:00
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|y BK15
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| 998 |
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|c ΒΑΣΙΛΕΙΟΥ
|d 2007-04
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| 999 |
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|c 37151
|d 37151
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