LEADER 03778nam 2200541 450 001 9910463074203321 005 20200520144314.0 010 $a609-457-225-4 035 $a(CKB)2670000000281382 035 $a(EBL)4388504 035 $a(SSID)ssj0000943587 035 $a(PQKBManifestationID)11503299 035 $a(PQKBTitleCode)TC0000943587 035 $a(PQKBWorkID)10982562 035 $a(PQKB)11543573 035 $a(MiAaPQ)EBC4388504 035 $a(Au-PeEL)EBL4388504 035 $a(CaPaEBR)ebr10611774 035 $a(OCoLC)939262016 035 $a(EXLCZ)992670000000281382 100 $a20160208d2012 uy| 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStructural mechanics $ea handbook for students : study book /$fLiudvikas Rimkus, Juozas Nagevic?ius, Romanas Karkauskas 210 1$aVilnius :$cTechnika,$d2012. 215 $a1 online resource (190 p.) 300 $aDescription based upon print version of record. 320 $aIncludes bibliographical references. 327 $aContents ; Introduction ; 1. General statements; 1.1. The Purpose of Calculations and the Main Assumptions; 1.2. Design Schemes for Structures; 1.3. Classification of Design Schemes for Structures; 1.4. Actions and Loads; 1.5. Supports and Links; 1.6. Formulation of Principal Problems Encountered in Structural Mechanics; 1.7. Degree of Freedom; 1.8. Analysis of a Geometricaly Stable Bar Structure; 1.9. Physical Models of Materials; 2. Statically determinate systems; 2.1. Analysis of Beams; 2.2. Influence Lines for Beams; 2.2.1. The Concept of the Influence Line 327 $a2.2.2. Influence Lines for Simple Beams2.2.3. Influence Lines for Continuous Beams; 2.2.4. Calculation of Unknown Quantities Applying Influence Lines; 2.2.5. Calculation of Extreme (Highest/Lowest) Values Applying Influence Lines; 2.3. Frame Structures; 2.3.1. Analysis of Simple Frames; 2.3.2. Analysis of Complex Frames; 2.4. Truss Structures; 2.4.1. Analysis of Truss Structures; 2.4.2. Influence Lines for Trusses; 2.5. The Main Theorems of Structural Mechanics; 2.5.1. Clapeyron's Theorem; 2.5.2. The Concepts of Generalized Force and Generalized Displacement 327 $a2.5.3. Theorem of Work Done by Internal Forces2.5.4. The Principle of Virtual Displacements; 2.5.5. Real and Virtual Work Done by External and Internal Forces; 2.5.6. Potential Energy of the Elastic Bar System; 2.5.7. Betti's Reciprocal Work Theorem; 2.5.8. Maxwell's Theorem of Reciprocal Displacements; 2.5.9. Rayleigh's Theorem of Reciprocal Reactions; 2.5.10. Calculation of Displacements Caused by External Load; 2.5.11. Calculation of Displacements Caused by Support Settlement; 2.5.12. Calculation of Displacements Caused by Temperature Changes; 3. Statically indeterminate systems 327 $a3.1. The Force Method3.1.1. The Primary System for the Force Method; 3.1.2. Canonical Equations for the Force Method; 3.1.3. Real Effects (Internal Forces) in Statically Indeterminate Structures; 3.1.4. Verification; 3.1.5. Calculation of Displacements; 3.2. The Displacement Method; 3.2.1. Unknowns in the Displacement Method; 3.2.2. The Primary System in the Displacement Method; 3.2.3. Canonical Equations for the Displacement Method; 3.2.4. Real Internal Forces in Statically Indeterminate Systems; References 606 $aMechanics$vHandbooks, manuals, etc 608 $aElectronic books. 615 0$aMechanics 700 $aRimkus$b Liudvikas$0967439 702 $aNagevic?ius$b Juozas 702 $aKarkauskas$b Romanas 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910463074203321 996 $aStructural mechanics$92196462 997 $aUNINA