LEADER 01225nam0-2200373---450- 001 990000307210203316 005 20090902101738.0 010 $a88-244-1267-X 035 $a0030721 035 $aUSA010030721 035 $a(ALEPH)000030721USA01 035 $a0030721 100 $a20001129d1998----km-y0itay0103----ba 101 $aita 102 $aIT 105 $a||||||||001yy 200 1 $a<> giustizia contabile$eguida alle funzioni giurisdizionali e di controllo della Corte dei conti$econ appendice legislativa$fMichele Oricchio$gpresentazione di Francesco Garri 210 $aNapoli$cEsselibri Simone$d1998 215 $a382 p.$d24 cm 606 0 $aCorte dei conti 606 0 $aAmministrazione pubblica controlli 676 $a343.450340269 700 1$aORICCHIO,$bMichele$0280616 801 0$aIT$bsalbc$gISBD 912 $a990000307210203316 951 $aXXIV.3.M 168 (IG VII 616)$b8578 E.C.$cXXIV.3.M 168 (IG VII)$d00068712 959 $aBK 969 $aGIU 979 $aTAMI$b40$c20001129$lUSA01$h1330 979 $c20020403$lUSA01$h1638 979 $aPATRY$b90$c20040406$lUSA01$h1621 979 $aRSIAV5$b90$c20090902$lUSA01$h1017 996 $aGiustizia contabile$9672452 997 $aUNISA LEADER 01516nam 2200349 n 450 001 996392142503316 005 20200824121348.0 035 $a(CKB)4940000000103976 035 $a(EEBO)2240936656 035 $a(UnM)99849183e 035 $a(UnM)99849183 035 $a(EXLCZ)994940000000103976 100 $a19920128d1609 uy | 101 0 $aeng 135 $aurbn||||a|bb| 200 04$aThe maintenance of the ministerie$b[electronic resource] $eWherein is plainly declared how the ministers of the Gospell ought to be maintained: and the true and auncient practize of our Church in this case, shewed to be agreeable to the word of God, and all antiquitie. Necessarie in these times to be read and considered of all sortes of Christians, but specially of such as liue in townes and cities. By Richard Eburne, minister of the word 210 $aLondon $cPrinted by T[homas] C[reede] for Eleazar Edgar, and are to be solde at his shop in Paules Church-yard, at the signe of the Wind-mill$d1609 215 $a[12], 176 p 300 $aPrinter's name from STC. 300 $aReproduction of the original in the British Library. 330 $aeebo-0018 606 $aClergy$xSalaries, etc$vEarly works to 1800 615 0$aClergy$xSalaries, etc. 700 $aEburne$b Richard$01008413 801 0$bCu-RivES 801 1$bCu-RivES 801 2$bCStRLIN 801 2$bWaOLN 906 $aBOOK 912 $a996392142503316 996 $aThe maintenance of the ministerie$92325856 997 $aUNISA LEADER 05814nam 2200625 450 001 9910140267903321 005 20230803195619.0 010 $a1-118-71809-7 010 $a1-118-71807-0 010 $a1-118-71808-9 035 $a(CKB)2670000000547209 035 $a(EBL)1656362 035 $a(OCoLC)872655215 035 $a(MiAaPQ)EBC1656362 035 $a(DLC) 2014010066 035 $a(Au-PeEL)EBL1656362 035 $a(CaPaEBR)ebr10851700 035 $a(CaONFJC)MIL584595 035 $a(OCoLC)875097107 035 $a(EXLCZ)992670000000547209 100 $a20140409h20142014 uy 0 101 0 $aeng 135 $aur||||||||||| 181 $2rdacontent 182 $2rdamedia 183 $2rdacarrier 200 10$aTheory of nonlinear structural analysis $ethe force analogy method for earthquake engineering /$fGang Li, Kevin Wong 210 1$aSingapore :$cJohn Wiley & Sons,$d2014. 210 4$dİ2014 215 $a1 online resource (368 p.) 300 $aDescription based upon print version of record. 311 $a1-118-71806-2 320 $aIncludes bibliographical references and index. 327 $aTheory of Nonlinear Structural Analysis: The Force Analogy Method for Earthquake Engineering; Copyright; Contents; Preface; About the Authors; 1 Introduction; 1.1 History of the Force Analogy Method; 1.2 Applications of the Force Analogy Method; 1.2.1 Structural Vibration Control; 1.2.2 Modal Dynamic Analysis Method; 1.2.3 Other Design and Analysis Areas; 1.3 Background of the Force Analogy Method; References; 2 Nonlinear Static Analysis; 2.1 Plastic Rotation; 2.2 Force Analogy Method for Static Single-Degree-of-Freedom Systems; 2.2.1 In elastic Displacement 327 $a2.2.2 Application of the FAM on SDOF System 2.2.3 Nonlinear Analysis Using FAM; 2.3 Nonlinear Structural Analysis of Moment-Resisting Frames; 2.4 Force Analogy Method for Static Multi-Degree-of-Freedom Systems; 2.5 Nonlinear Static Examples; 2.6 Static Condensation; References; 3 Nonlinear Dynamic Analysis; 3.1 State Space Method for Linear Dynamic Analysis; 3.1.1 Equation of Motion; 3.1.2 State Space Solution; 3.1.3 Solution Procedure; 3.2 Dynamic Analysis with Material Nonlinearity; 3.2.1 Force Analogy Method; 3.2.2 State Space Analysis with the Force Analogy Method; 3.2.3 Solution Procedure 327 $a3.3 Nonlinear Dynamic Analysis with Static Condensation 3.4 Nonlinear Dynamic Examples; References; 4 Flexural Member; 4.1 Bending and Shear Behaviors; 4.1.1 Hysteretic Models; 4.1.2 Displacement Decomposition; 4.1.3 Local Plastic Mechanisms; 4.2 Inelastic Mechanisms of Flexural Members; 4.2.1 Elastic Displacement x; 4.2.2 Plastic Bending Displacement x; 4.2.3 Plastic Shear Displacement x; 4.2.4 Combination of the Bending and Shear Behaviors; 4.3 Nonlinear Static Analysis of Structures with Flexural Members; 4.3.1 Force Analogy Method for Static Single-Degree-of-Freedom Systems 327 $a4.3.2 Force Analogy Method for Static Multi-Degree-of-Freedom Systems 4.4 Nonlinear Dynamic Analysis of Structures with Flexural Members; 4.4.1 Hysteretic Behaviors of the Flexural Members; 4.4.2 Solution Procedure of the FAM; References; 5 Axial Deformation Member; 5.1 Physical Theory Models for Axial Members; 5.1.1 General Parameters; 5.1.2 Displacement Decomposition; 5.2 Sliding Hinge Mechanisms; 5.3 Force Analogy Method for Static Axial Members; 5.3.1 Regions O-A and O-F; 5.3.2 Region F-G; 5.3.3 Regions A-A and A-B; 5.4 Force Analogy Method for Cycling Response Analysis of Axial Members 327 $a5.4.1 Region B-C5 4.2 Region C-D; 5.4.3 Region D-A2; 5.4.4 Region D-E; 5.4.5 Region E-F; 5.4.6 Region Aa2-A2; 5.5 Application of the Force Analogy Method in Concentrically Braced Frames; 5.5.1 Force Analogy Method for Static SDOF CBFs; 5.5.2 Force Analogy Method for Static MDOF CBFs; 5.5.3 Force Analogy Method for Dynamical CBF sunder Earthquake Loads; References; 6 Shear Member; 6.1 Physical Theory Models of Shear Members; 6.1.1 Flexural Behavior; 6.1.2 Axial Behavior; 6.1.3 Shear Behavior; 6.2 Local Plastic Mechanisms in the FAM; 6.2.1 Displacement Decomposition; 6.2.2 Behavior of VSH 327 $a6.2.3 Behavior of HSH 330 $a"A comprehensive book focusing on the Force Analogy Method, a novel method for nonlinear dynamic analysis and simulationThis book focusses on the Force Analogy Method, a novel method for nonlinear dynamic analysis and simulation. A review of the current nonlinear analysis method for earthquake engineering will be summarized and explained. Additionally, how the force analogy method can be used in nonlinear static analysis will be discussed through several nonlinear static examples. The emphasis of this book is to extend and develop the force analogy method to performing dynamic analysis on structures under earthquake excitations, where the force analogy method is incorporated in the flexural element, axial element, shearing element and so on will be exhibited. Moreover, the geometric nonlinearity into nonlinear dynamic analysis algorithm based on the force analogy method is included. The application of the force analogy method in seismic design for buildings and structural control area is discussed and combined with practical engineering"--$cProvided by publisher. 606 $aEarthquake engineering 606 $aNonlinear theories 615 0$aEarthquake engineering. 615 0$aNonlinear theories. 676 $a624.1/76201515252 686 $aTEC009020$2bisacsh 700 $aLi$b Gang$c(Structural engineer),$0988675 701 $aWong$b Kevin K. F.$f1969-$0315331 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910140267903321 996 $aTheory of nonlinear structural analysis$92882726 997 $aUNINA