O 'z b e k ist o n respublikasi oliy va 0 ‘rta m a xsus t a ’lim vazirlig1

12.1. Umumiy mulohazalar.....................................................................................288
12.2. Dinamik kuchlar ta’sirida vujudga keladigan kuchlanishlami aniqlash.... 289
12.3. Dinamik yuklar ta’sirida hosil bo‘lgan tebranma harakatlar..................... 291
12.4. Inshootlar dinamikasi usullari....................................................................... 294
12.5. Erkinlik darajasi bitta bo‘lgan sistemalarning erkin tebranishlari............. 295
12.6. Erkinlik darajasi bitta bo'lgan sistemalarning majburiy tebranishlari
 
(qarshilik kuchlari hisobga olinmagan hoi)........................................................... 303

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13.1. Asosiy tushunchalar.................................................................................................316
13.2. Siqilgan sterjenlar uchun Eyler form ulasi......................................................... 319
13.3. Uchlari turlicha mahkamlangan steijenlar uchun kritik kuch ifodasi...............323
13.4. Siqilgan sterjenlarni amaliy h isob lash ................................................................325
X I V B O B . K O N S T R U K S I Y A L A R N I N G O P T I M A L 0 ‘L C H A M L A R I V A
I S H O N C H L I L I G I N I A N IQ L A S H
14.1. Optimallashtirish m asalasi..................................................................................... 328
14.2. Optimallashtirishdan m aqsad.................................................................................329
14.3. Optimallashtirish masalasini y e c h ish .................................................................. 329
14.4. Ekstremal masalalami yechish u su li................................................................... 334
14.5. Konstruksiyalarni optimal loyihalash.................................................................. 336