dabble 发表于 2025-3-21 17:35:52

书目名称Buckling of Structures影响因子(影响力)<br>        http://impactfactor.cn/if/?ISSN=BK0191495<br><br>        <br><br>书目名称Buckling of Structures影响因子(影响力)学科排名<br>        http://impactfactor.cn/ifr/?ISSN=BK0191495<br><br>        <br><br>书目名称Buckling of Structures网络公开度<br>        http://impactfactor.cn/at/?ISSN=BK0191495<br><br>        <br><br>书目名称Buckling of Structures网络公开度学科排名<br>        http://impactfactor.cn/atr/?ISSN=BK0191495<br><br>        <br><br>书目名称Buckling of Structures被引频次<br>        http://impactfactor.cn/tc/?ISSN=BK0191495<br><br>        <br><br>书目名称Buckling of Structures被引频次学科排名<br>        http://impactfactor.cn/tcr/?ISSN=BK0191495<br><br>        <br><br>书目名称Buckling of Structures年度引用<br>        http://impactfactor.cn/ii/?ISSN=BK0191495<br><br>        <br><br>书目名称Buckling of Structures年度引用学科排名<br>        http://impactfactor.cn/iir/?ISSN=BK0191495<br><br>        <br><br>书目名称Buckling of Structures读者反馈<br>        http://impactfactor.cn/5y/?ISSN=BK0191495<br><br>        <br><br>书目名称Buckling of Structures读者反馈学科排名<br>        http://impactfactor.cn/5yr/?ISSN=BK0191495<br><br>        <br><br>

项目 发表于 2025-3-21 21:17:10

William J. Buchanan BSc (Hons.), CEng, PhDsinusoidal imperfections it is found that the advanced post-buckling behaviour can be such that higher loads than the bifurcation load can be supported before total collapse occurs. This holds good for relatively large imperfections (small bifurcation stresses), even in cases where the initial post-

Definitive 发表于 2025-3-22 01:07:33

http://reply.papertrans.cn/20/1915/191495/191495_3.png

Confirm 发表于 2025-3-22 06:07:29

http://reply.papertrans.cn/20/1915/191495/191495_4.png

抚慰 发表于 2025-3-22 10:33:20

http://reply.papertrans.cn/20/1915/191495/191495_5.png

GRUEL 发表于 2025-3-22 14:05:21

http://reply.papertrans.cn/20/1915/191495/191495_6.png

统治人类 发表于 2025-3-22 17:20:13

http://reply.papertrans.cn/20/1915/191495/191495_7.png

禁止 发表于 2025-3-22 21:56:24

http://reply.papertrans.cn/20/1915/191495/191495_8.png

scoliosis 发表于 2025-3-23 03:38:14

http://reply.papertrans.cn/20/1915/191495/191495_9.png

特征 发表于 2025-3-23 08:27:30

https://doi.org/10.1007/979-8-8688-0252-2panel structures are unsymmetrical: the plate side has more cross section than the topside of the stiffeners; and the plate side is more affected by local buckling than the topside. This effect is exaggeratedly represented in a model where the stiffeners do not participate in local buckling. It appe
页: [1] 2 3 4 5 6 7
查看完整版本: Titlebook: Buckling of Structures; Symposium Cambridge/ Bernard Budiansky Conference proceedings 1976 Springer-Verlag Berlin Heidelberg 1976 Beulung.S