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Parole e frasi comunianalogous column analysis applied assumed axes axial force axis bending bending-moment diagram calculated caused centroid Chapter considered constant continuous beam cross section degrees of freedom derived determined direction displacement method distribution edge eigenvalue elements end-rotational stiffness equal equilibrium equivalent stiffness matrix Example external figure finite finite-difference flexibility matrix flexural rigidity forces F frame of Fig given grid hinge Hooke's law influence coefficients influence line influence ordinates internal forces joint displacements member end-moments nodal nodes obtain plane frame plastic plastic analysis plastic hinge plate positive prestressing prismatic member Prob redundants released structure represents restraining forces rotation shear walls shown in Fig sidesway simply supported simultaneous equations slab solution Solve statically indeterminate strain energy stress resultants submatrices substitute frame Substituting in Eq symmetrical symmetrical matrix theorem translation transverse load truss values vector vertical deflection virtual displacements zero Citazioni da pagine webE-Intro Civil Engg 海外图书采选系统（PSOP）—海量书目检索 Informazioni bibliografiche
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