|
|
|
|
LEADER |
00000cam a2200000xi 4500 |
001 |
b9006886 |
006 |
m o d |
007 |
cr ||||||||||| |
008 |
160922t20162017si a ob 000 0 eng d |
005 |
20240418151550.5 |
019 |
|
|
|a 958864479
|a 959426912
|
020 |
|
|
|a 9789811020629
|q (electronic bk.)
|
020 |
|
|
|a 9811020620
|q (electronic bk.)
|
020 |
|
|
|z 9789811020612
|q (print)
|
020 |
|
|
|z 9811020612
|
024 |
7 |
|
|a 10.1007/978-981-10-2062-9
|
035 |
|
|
|a (OCoLC)spr958934133
|
035 |
|
|
|a (OCoLC)958934133
|z (OCoLC)958864479
|z (OCoLC)959426912
|
037 |
|
|
|a spr10.1007/978-981-10-2062-9
|
040 |
|
|
|a GW5XE
|b eng
|e rda
|e pn
|c GW5XE
|d N$T
|d YDX
|d EBLCP
|d IDEBK
|d OCLCF
|d IDB
|d UAB
|
049 |
|
|
|a GWRE
|
050 |
|
4 |
|a TA660.S5
|
100 |
1 |
|
|a Sahoo, Sarmila,
|e author.
|
245 |
1 |
0 |
|a Design aids for stiffened composite shells with cutouts /
|c Sarmila Sahoo.
|
264 |
|
1 |
|a Singapore :
|b Springer,
|c [2016]
|
264 |
|
4 |
|c ©2017.
|
300 |
|
|
|a 1 online resource (xi, 268 pages) :
|b illustrations.
|
336 |
|
|
|a text
|b txt
|2 rdacontent.
|
337 |
|
|
|a computer
|b c
|2 rdamedia.
|
338 |
|
|
|a online resource
|b cr
|2 rdacarrier.
|
490 |
1 |
|
|a Springer transactions in civil and environmental engineering,
|x 2363-7633.
|
504 |
|
|
|a Includes bibliographical references.
|
505 |
0 |
|
|a Preface; Contents; About the Author; Chapter 1: Fundamental Consideration; 1.1 Introduction; 1.2 Literature Review; 1.3 Mathematical Formulation; 1.3.1 Formulation for Shell; 1.3.1.1 Element Stiffness Matrix; 1.3.1.2 Element Mass Matrix; 1.3.2 Formulation for Stiffener; 1.3.3 Cutout Consideration; 1.3.4 Solution Procedure; 1.4 Validation Study; 1.5 Present Scope; 1.6 Closure; References; Chapter 2: Stiffened Cylindrical Shell with Cutout; 2.1 Introduction; 2.2 Problem; 2.3 Results and Discussion; 2.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts.
|
505 |
8 |
|
|a 2.3.1.1 Effect of Cutout Size on Fundamental Frequency2.3.1.2 Effect of Boundary Conditions; 2.3.1.3 Mode Shape; 2.3.2 Effect of Eccentricity of Cutout Position; 2.3.2.1 Fundamental Frequency; 2.3.2.2 Mode Shape; 2.4 Closure; References; Chapter 3: Stiffened Hypar Shell with Cutout; 3.1 Introduction; 3.2 Problem; 3.3 Results and Discussion; 3.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts; 3.3.1.1 Effect of Cutout Size on Fundamental Frequency; 3.3.1.2 Effect of Boundary Conditions on Fundamental Frequency; 3.3.1.3 Mode Shapes; 3.3.2 Effect of Eccentricity of Cutout Position.
|
505 |
8 |
|
|a 3.3.2.1 Fundamental Frequency3.3.2.2 Mode Shape; 3.4 Closure; References; Chapter 4: Stiffened Conoidal Shell with Cutout; 4.1 Introduction; 4.2 Problem; 4.3 Results and Discussion; 4.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts; 4.3.1.1 Effect of Cutout Size on Fundamental Frequency; 4.3.1.2 Effect of Boundary Conditions on Fundamental Frequency; 4.3.1.3 Mode Shapes; 4.3.2 Effect of Eccentricity of Cutout Position; 4.3.2.1 Fundamental Frequency; 4.3.2.2 Mode Shape; 4.4 Closure; References; Chapter 5: Stiffened Spherical Shell with Cutout; 5.1 Introduction; 5.2 Problem.
|
505 |
8 |
|
|a 5.3 Results and Discussion5.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts; 5.3.1.1 Effect of Cutout Size on Fundamental Frequency; 5.3.1.2 Effect of Boundary Conditions on Fundamental Frequency; 5.3.1.3 Mode Shape; 5.3.2 Effect of Eccentricity of Cutout Position; 5.3.2.1 Fundamental Frequency; 5.3.2.2 Mode Shape; 5.4 Closure; References; Chapter 6: Stiffened Saddle Shell with Cutout; 6.1 Introduction; 6.2 Problem; 6.3 Results and Discussion; 6.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts; 6.3.1.1 Effect of Cutout Size on Fundamental Frequency.
|
505 |
8 |
|
|a 6.3.1.2 Effect of Boundary Conditions on Fundamental Frequency6.3.1.3 Mode Shape; 6.3.2 Effect of Eccentricity of Cutout Position; 6.3.2.1 Fundamental Frequency; 6.3.2.2 Mode Shape; 6.4 Closure; References; Chapter 7: Stiffened Hyperbolic Paraboloid Shell with Cutout; 7.1 Introduction; 7.2 Problem; 7.3 Results and Discussion; 7.3.1 Free Vibration Behaviour of Shells with Concentric Cutouts; 7.3.1.1 Effect of Cutout Size on Fundamental Frequency; 7.3.1.2 Effect of Boundary Conditions on Fundamental Frequency; 7.3.1.3 Mode Shapes; 7.3.2 Effect of Eccentricity of Cutout Position.
|
588 |
0 |
|
|a Online resource; title from PDF title page (SpringerLink, viewed September 22, 2016)
|
650 |
|
0 |
|a Shells (Engineering)
|x Design and construction.
|
650 |
|
0 |
|a Composite construction.
|0 http://id.loc.gov/authorities/subjects/sh85029395.
|
650 |
|
0 |
|a Laminated materials.
|0 http://id.loc.gov/authorities/subjects/sh85074213.
|
650 |
|
7 |
|a Composite construction.
|2 fast
|0 (OCoLC)fst00871671.
|
650 |
|
7 |
|a Laminated materials.
|2 fast
|0 (OCoLC)fst00991099.
|
650 |
|
7 |
|a Shells (Engineering)
|x Design and construction.
|2 fast
|0 (OCoLC)fst01115740.
|
776 |
0 |
8 |
|c Original
|z 9811020612
|z 9789811020612
|w (OCoLC)952157029.
|
830 |
|
0 |
|a Springer transactions in civil and environmental engineering.
|0 http://id.loc.gov/authorities/names/no2017006674.
|
856 |
4 |
0 |
|u https://colorado.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-981-10-2062-9
|z Full Text (via Springer)
|
907 |
|
|
|a .b90068865
|b 03-19-20
|c 02-01-17
|
998 |
|
|
|a web
|b 05-01-17
|c g
|d b
|e -
|f eng
|g si
|h 0
|i 1
|
907 |
|
|
|a .b90068865
|b 07-02-19
|c 02-01-17
|
944 |
|
|
|a MARS - RDA ENRICHED
|
907 |
|
|
|a .b90068865
|b 07-06-17
|c 02-01-17
|
907 |
|
|
|a .b90068865
|b 05-23-17
|c 02-01-17
|
915 |
|
|
|a I
|
956 |
|
|
|a Springer e-books
|
956 |
|
|
|b Springer Nature - Springer Engineering eBooks 2017 English International
|
999 |
f |
f |
|i 2d2deb9d-69dd-5c6e-9b4e-988d57664051
|s e4adb195-ddb4-5620-81cb-e499238facab
|
952 |
f |
f |
|p Can circulate
|a University of Colorado Boulder
|b Online
|c Online
|d Online
|e TA660.S5
|h Library of Congress classification
|i Ebooks, Prospector
|n 1
|