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00000cam a2200000Ia 4500 |
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KNOVEL_ocn792950350 |
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OCoLC |
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20231027140348.0 |
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m o d |
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cr cn||||||||| |
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120502s2002 enka ob 000 0 eng d |
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|a KNOVL
|b eng
|e pn
|c KNOVL
|d ZCU
|d DEBSZ
|d KNOVL
|d OCLCQ
|d OCLCF
|d OCLCQ
|d UAB
|d OCLCQ
|d CEF
|d RRP
|d OCLCQ
|d WYU
|d EUN
|d OCLCO
|d LVT
|d OCLCO
|d OCLCQ
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019 |
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|a 1086906900
|a 1229755215
|a 1229790163
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020 |
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|a 9781613447451
|q (electronic bk.)
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020 |
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|a 1613447450
|q (electronic bk.)
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|a AU@
|b 000049163242
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|a DEBSZ
|b 367209497
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|a GBVCP
|b 856590282
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|a NZ1
|b 14537554
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|b 15753706
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|a NZ1
|b 15910472
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035 |
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|a (OCoLC)792950350
|z (OCoLC)1086906900
|z (OCoLC)1229755215
|z (OCoLC)1229790163
|
037 |
|
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|b Knovel Corporation
|n http://www.knovel.com
|
050 |
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|a TA654.7
|b .C45 2002eb
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082 |
0 |
4 |
|a 624.176
|2 23
|
049 |
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|a UAMI
|
100 |
1 |
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|a Chinien, Viken.
|
245 |
1 |
3 |
|a An advanced SDOF model for steel members subject to explosion loading :
|b material rate sensitivity /
|c compiled by Viken Chinien.
|
260 |
|
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|a Ascot, Berkshire :
|b Steel Construction Institute,
|c ©2002.
|
300 |
|
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|a 1 online resource (iii, 40 pages) :
|b illustrations.
|
336 |
|
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|a text
|b txt
|2 rdacontent
|
337 |
|
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|a computer
|b c
|2 rdamedia
|
338 |
|
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|a online resource
|b cr
|2 rdacarrier
|
490 |
1 |
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|a Technical note ;
|v 10
|
504 |
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|a Includes bibliographical references (page 25).
|
520 |
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|a This technical note describes an extension to a sophisticated single-degree-of-freedom (SDOF) model for steel members subject to explosion loading.
|
590 |
|
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|a Knovel
|b ACADEMIC - Fire Protection Engineering & Emergency
|
590 |
|
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|a Knovel
|b ACADEMIC - Oil & Gas Engineering
|
650 |
|
0 |
|a Blast effect.
|
650 |
|
0 |
|a Steel, Structural.
|
650 |
|
0 |
|a Structural analysis (Engineering)
|
650 |
|
6 |
|a Effet de souffle.
|
650 |
|
6 |
|a Acier de construction.
|
650 |
|
6 |
|a Théorie des constructions.
|
650 |
|
7 |
|a structural steel.
|2 aat
|
650 |
|
7 |
|a structural analysis.
|2 aat
|
650 |
|
7 |
|a Blast effect.
|2 fast
|0 (OCoLC)fst00834155
|
650 |
|
7 |
|a Steel, Structural.
|2 fast
|0 (OCoLC)fst01132810
|
650 |
|
7 |
|a Structural analysis (Engineering)
|2 fast
|0 (OCoLC)fst01135602
|
710 |
2 |
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|a Steel Construction Institute (Great Britain)
|
710 |
2 |
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|a Fire and Blast Information Group (Firm)
|
810 |
2 |
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|a Fire and Blast Information Group.
|t Technical note ;
|v 10.
|
856 |
4 |
0 |
|u https://appknovel.uam.elogim.com/kn/resources/kpASDOFMSP/toc
|z Texto completo
|
994 |
|
|
|a 92
|b IZTAP
|