Technische Mechanik für Bauingenieure 4 ; Statisch unbestimmte Stabwerke

Gespeichert in:

Autor*in:	Wetzell, Otto W. [verfasserIn]

Format:	Buch
Sprache:	Deutsch

Erschienen:	Stuttgart: Teubner ; 1975
Zeitschrift/Reihe:	Teubner-Studienskripten - 17

Formangabe:	Einführung

Umfang:	237 S. ; graph. Darst.

Übergeordnetes Werk:	033841586 - 4

Reihe:	Teubner Studienskripten ; 17

Links:	Inhaltsverzeichnis
ISBN:	3-519-00017-2

Katalog-ID:	033841624

Internformat


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984			\|2 70 \|1 02 \|x 0089 \|a 89$110965434
984			\|2 90 \|1 01 \|x 3090 \|a HIL2$00056529
984			\|2 91 \|1 01 \|x 3091/9 \|a HIL3$00102628
984			\|2 91 \|1 02 \|x 3091/9 \|a HIL3$00205168
984			\|2 105 \|1 02 \|x 0841 \|a 841$0001201417
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985			\|2 164 \|1 50 \|x 0916 \|a 04/1026
985			\|2 370 \|1 01 \|x 4370 \|a 82.499

Indexfelder

author_variant	o w w ow oww
matchkey_str	book:9783519000174:1975----
oclc_num	74203331
hierarchy_sort_str	4
bklnumber	56.11 50.31
publishDate	1975
allfields	3519000172 3-519-00017-2 (DE-627)033841624 (DE-599)GBV033841624 (OCoLC)74203331 DE-627 ger DE-627 rakwb ger XA-DE 56.11 bkl 50.31 bkl Wetzell, Otto W. verfasserin aut Technische Mechanik für Bauingenieure 4 Statisch unbestimmte Stabwerke Otto W. Wetzell Stuttgart Teubner 1975 237 S. graph. Darst. Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Teubner Studienskripten 17 Einführung (DE-588)4151278-9 (DE-627)104450460 (DE-576)209786884 gnd-content (DE-627)033841586 (DE-576)9033841584 4 4 nnnm Teubner-Studienskripten 17 17 (DE-627)130188875 (DE-576)010900012 (DE-600)528805-8 1615-4592 ns https://external.dandelon.com/download/attachments/dandelon/ids/DE00454B4380CC7550914C12579B1005E1629.pdf V:DE-601 X:AGI pdf/application 2019-02-01 Verlag Inhaltsverzeichnis GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_60 ISIL_DE-705 GBV_ILN_70 ISIL_DE-89 GBV_ILN_90 ISIL_DE-Hil2 GBV_ILN_91 ISIL_DE-HIL3 GBV_ILN_105 ISIL_DE-841 GBV_ILN_111 ISIL_DE-963 GBV_ILN_132 ISIL_DE-959 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_151 ISIL_DE-546 GBV_ILN_164 ISIL_DE-916 GBV_ILN_370 ISIL_DE-1373 56.11 Baukonstruktion (DE-627)106420992 50.31 Technische Mechanik (DE-627)10642050X MV 20 01 0084 687688612 00 --%%-- 1407-8439 --%%-- --%%-- k 07-12-04 20 02 0084 148879636X 00 H1 Bd 20-4 i --%%-- riH1 15-07-14 21 03 0046 141496134 00 TB Technik i 144/412-4b c --%%-- rnt 30-01-95 21 05 0046 741194406 00 E02 a ing 050 ei/245-4 u --%%-- rza 20-02-84 60 01 0705 046783474 00 MB MEC 001.1:E0002-004 u --%%-- n 01-01-92 70 01 0089 104956356 00 Haus2 RA 3266(17) u --%%-- z 24-09-93 70 02 0089 104956364 00 Haus2 RA 3266(17) a u --%%-- z 24-09-93 90 01 3090 752437003 00 MAGAZIN 10089 u --%%-- r 09-01-05 91 01 3091/9 218587872 00 Z BAU 2620/29-4:1 u --%%-- zz 30-07-03 91 02 3091/9 228864321 00 Z BAU 2620/29-4:2 u --%%-- zz 01-07-99 105 02 0841 51607167X 00 Mag 2008 A 2875 u --%%-- z 17-09-01 111 01 961/6 59071371X 00 --%%-- tec 100 Wet/4 u --%%-- zf 27-03-00 132 01 0959/1 474732924 00 W WCA 76 607(4) u --%%-- kw 19-03-01 136 01 3526 709999267 00 --%%-- 1975 A 686 (4) u --%%-- zwe 07-03-05 151 08 0546 343752239 00 MAG 014.099 u --%%-- z 17-06-99 164 50 0916 682866377 00 SUD 130-5/4 u --%%-- zl 11-11-04 370 01 4370 284475629 00 CN-Mag Ch 2041.4.a u --%%-- zi001 26-05-98 21 00 DE-46 00 i 144 60 00 DE-705 04 MEC 001.1 132 01 0959/1 00 WCA 20 01 0084 84$014078439 21 03 0046 46B$001004611 60 01 0705 705/0$00806897 00 70 01 0089 89$11100845X 70 02 0089 89$110965434 90 01 3090 HIL2$00056529 91 01 3091/9 HIL3$00102628 91 02 3091/9 HIL3$00205168 105 02 0841 841$0001201417 111 01 961/6 963$026573X 132 01 0959/1 959$4620496 151 08 0546 00025187 164 50 0916 756$0527076 Ex.01 370 01 4370 HC053190 21 03 0046 53552 21 05 0046 cg 9245-4 60 01 0705 C 10937/A 90 01 3090 10089 91 01 3091/9 AB 920796 91 02 3091/9 B 990299 105 02 0841 2008 A 2875 111 01 961/6 27.03.00 132 01 0959/1 76610 164 50 0916 04/1026 370 01 4370 82.499
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title_short	Technische Mechanik für Bauingenieure Statisch unbestimmte Stabwerke
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up_date	2024-07-12T00:20:38.971Z
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fulltext	Technische Mechanik für Bauingenieure … Statisch unbestimmte Stabwerke Von Dr.-Ing. O.W. Wetzell Professor an der Fachhochschule Münster 1975. Mit … Bildern R Tedinlscha Hochschule Darmstaöi Fachbereich Mechanik Bibliothek m B.G.Teubner Stuttgart I n h a,l t s v e r z e i c h n i s … Einflußlinien statisch bestimmter Stabtragwerke … Allgemeines … Einflußlinien für Kraftgrößen … Ermittlung von Einflußlinien mit Hilfe von Gleichgewichtsbetrachtungen … Ermittlung von Einflußlinien mit Hilfe von Arbeitsbetrachtungen … Einflußlinien für Verformungsgrößen … Zwei Verfahren zur Untersuchung beliebiger Stabwerke … Untersuchung eines Stabwerkes durch Integration TV der Differentialgleichung EI v = +q … Untersuchung beliebiger Stabtragwerke mit dem allgemeinen Berechnungsverfahren … Das Kraftgrößenverfahren … Zustandslinien statisch unbestimmter Systeme … Wahl des Grundsystems und allgemeiner Ansatz zur Berechnung der statisch Unbestimmten; Berechnung beliebiger Kraft- und Formänderungsgrößen … Betrachtungen zur Berechnung des Durchlaufträgers … Ausnutzung von Symmetrie; Lastgruppen … Statisch unbestimmte Grundsysteme … Der Reduktionssatz … Die Berechnung von Formänderungsgrößen … Die Untersuchung mehrerer Lastfälle … Kontrollen … Kontrolle der … Zahlen des Systems … Kontrolle der ß - Zahlen … Kontrolle der Lastglieder bzw. der X±- Werte … Ergänzungen … Einflußlinien statisch unbestimmter Systeme … Einflußlinien für Kraftgrößen … Einflußlinien für Verformungsgrößen … Das Formänderungsgrößenverfahren … Das Formänderungsgrößenverfahren für Fachwerke; das Weggrößenverfahren … Das Formänderungsgrößenverfahren für Stabwerke; das Drehwinkelverfahren .' … Stabwerke mit unverschieblichen Knoten … Stabwerke mit verschieblichen Knoten … Iterationsverfahren … Der Drehwinkel-Ausgleich bei Tragwerken mit unverschieblichen Knoten … Das Verfahren von Kani … Tragwerke mit unverschieblichen Knoten … Tragwerke mit verschieblichen Knoten … Das Verfahren von Cross … Systeme mit unverschieblichen Knoten … Systeme mit verschieblichen Knoten … Iterative Lösung von Gleichungssystemen … Zwischenergebnisse konvergieren gegen … Null … Zwischenergebnisse konvergieren gegen das Endergebnis … Sicherheit der Tragwerke, dritter Teil … Schrifttum Sachweiser …
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