| Record ID | marc_columbia/Columbia-extract-20221130-004.mrc:237958640:1684 |
| Source | marc_columbia |
| Download Link | /show-records/marc_columbia/Columbia-extract-20221130-004.mrc:237958640:1684?format=raw |
LEADER: 01684fam a2200349 a 4500
001 1685875
005 20220608212302.0
008 950424t19951995enka b 000 0 eng d
010 $a 95157651
015 $aGB95-37079
020 $a0471956562 :$c£49.95
035 $a(OCoLC)ocm32466779
035 $9AKV5175CU
035 $a1685875
040 $aUk$cUk$dDLC$dOrLoB
042 $alccopycat
050 00 $aTA645$b.H645 1995
082 00 $a624.1/7$220
100 1 $aHolnicki-Szulc, Jan.$0http://id.loc.gov/authorities/names/n91031831
245 10 $aStructural analysis, design and control by the virtual distortion method /$cJan Holnicki-Szulc, Jacek T. Gierlinski.
260 $aChichester ;$aNew York :$bWiley,$c[1995], ©1995.
300 $axiii, 304 pages :$billustrations ;$c25 cm
336 $atext$btxt$2rdacontent
337 $aunmediated$bn$2rdamedia
504 $aIncludes bibliographical references.
505 00 $g1.$tAnalysis of initial stresses and deformations caused by virtual distortions --$g2.$tNonlinear structural analysis, truss structures --$g3.$tNonlinear structural analysis, general skeletal structures and 2D continuum --$g4.$tOptimal structural design --$g5.$tOptimal prestress (passive control) --$g6.$tActive structural control.
650 0 $aStructural analysis (Engineering)$0http://id.loc.gov/authorities/subjects/sh85129216
650 0 $aStrains and stresses$xMathematical models.
650 0 $aStructural design$xMathematical models.$0http://id.loc.gov/authorities/subjects/sh2010114895
653 0 $aStructures$aAnalysis
700 1 $aGierlinski, Jacek T.$0http://id.loc.gov/authorities/names/n95061093
852 00 $boff,eng$hTA645$i.H645 1995