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书目名称Optimal Structural Design under Stability Constraints影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0702931<br><br> <br><br>书目名称Optimal Structural Design under Stability Constraints影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0702931<br><br> <br><br>书目名称Optimal Structural Design under Stability Constraints网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0702931<br><br> <br><br>书目名称Optimal Structural Design under Stability Constraints网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0702931<br><br> <br><br>书目名称Optimal Structural Design under Stability Constraints被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0702931<br><br> <br><br>书目名称Optimal Structural Design under Stability Constraints被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0702931<br><br> <br><br>书目名称Optimal Structural Design under Stability Constraints年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0702931<br><br> <br><br>书目名称Optimal Structural Design under Stability Constraints年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0702931<br><br> <br><br>书目名称Optimal Structural Design under Stability Constraints读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0702931<br><br> <br><br>书目名称Optimal Structural Design under Stability Constraints读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0702931<br><br> <br><br>figurine 发表于 2025-3-21 20:39:43
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978-94-010-7737-8Kluwer Academic Publishers 1988一大块 发表于 2025-3-22 07:17:33
Optimal Structural Design under Stability Constraints978-94-009-2754-4Series ISSN 0924-2112容易懂得 发表于 2025-3-22 10:45:39
Methods of Structural Optimization,There exists a fairly extensive literature on optimization methods: references to over 500 monographs and textbooks are given, – . Hence, we quote here only some more important optimality conditions and solution methods.Freeze 发表于 2025-3-22 14:21:14
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Arches,cation and snap-through. All these forms may be investigated by the analysis of small vibrations imposed on the static deformation of the arch. Hence, similarly as in Chapter 4, we base our considerations on geometrically nonlinear equations of linearly-elastic arches with stretchable axis (the analIrrigate 发表于 2025-3-23 07:29:33
Trusses and Frames,three kinds of bifurcation may occur (buckling of individual bars or groups of bars; in-plane loss of stability due to additional tension or compression but without buckling of individual bars; out-of-plane loss of stability resembling lateral buckling of high beams), and snap-through is also possib