Objective
发表于 2025-3-21 17:12:50
书目名称Computerized buckling analysis of shells影响因子(影响力)<br> http://impactfactor.cn/if/?ISSN=BK0234584<br><br> <br><br>书目名称Computerized buckling analysis of shells影响因子(影响力)学科排名<br> http://impactfactor.cn/ifr/?ISSN=BK0234584<br><br> <br><br>书目名称Computerized buckling analysis of shells网络公开度<br> http://impactfactor.cn/at/?ISSN=BK0234584<br><br> <br><br>书目名称Computerized buckling analysis of shells网络公开度学科排名<br> http://impactfactor.cn/atr/?ISSN=BK0234584<br><br> <br><br>书目名称Computerized buckling analysis of shells被引频次<br> http://impactfactor.cn/tc/?ISSN=BK0234584<br><br> <br><br>书目名称Computerized buckling analysis of shells被引频次学科排名<br> http://impactfactor.cn/tcr/?ISSN=BK0234584<br><br> <br><br>书目名称Computerized buckling analysis of shells年度引用<br> http://impactfactor.cn/ii/?ISSN=BK0234584<br><br> <br><br>书目名称Computerized buckling analysis of shells年度引用学科排名<br> http://impactfactor.cn/iir/?ISSN=BK0234584<br><br> <br><br>书目名称Computerized buckling analysis of shells读者反馈<br> http://impactfactor.cn/5y/?ISSN=BK0234584<br><br> <br><br>书目名称Computerized buckling analysis of shells读者反馈学科排名<br> http://impactfactor.cn/5yr/?ISSN=BK0234584<br><br> <br><br>
Anterior
发表于 2025-3-21 21:40:28
http://reply.papertrans.cn/24/2346/234584/234584_2.png
blight
发表于 2025-3-22 01:42:24
http://reply.papertrans.cn/24/2346/234584/234584_3.png
六个才偏离
发表于 2025-3-22 04:35:14
http://reply.papertrans.cn/24/2346/234584/234584_4.png
paroxysm
发表于 2025-3-22 10:17:25
Mechanics of Elastic Stabilityhttp://image.papertrans.cn/c/image/234584.jpg
松软
发表于 2025-3-22 13:19:46
Computerized buckling analysis of shells978-94-009-5063-4Series ISSN 0924-2112
松软
发表于 2025-3-22 17:57:04
https://doi.org/10.1007/978-94-009-5063-4calculus; design; linearity; model; modeling; numerical methods; optimization; simulation; stability
DAMN
发表于 2025-3-22 21:49:38
978-94-010-8741-4Kluwer Academic Publishers 1989
amphibian
发表于 2025-3-23 04:47:19
The European Union in International Affairsjunk (Fig. 1). Occasionally unaware of the possibility of buckling, engineers have designed structures (Fig. 2(a)) with inadequate safety margins (Fig. 2(b)). The large cylindrical tower on the left in Fig. 3(a) failed in 1956 because of buckling of a torispherical end closure at its lower end.
barium-study
发表于 2025-3-23 06:57:06
https://doi.org/10.1007/978-94-009-3277-7onlinear collapse (“snap-through”) or to bifurcation buckling. The purpose of this section is to present many examples in which the failure mode is nonlinear collapse. Examples are given of axisymmetric collapse of elastic-plastic-creeping monocoque cylinders under axial compression and ring-stiffen