LEADER 05338nam 2200649Ia 450 001 9910143589803321 005 20170809164718.0 010 $a1-280-90084-9 010 $a9786610900848 010 $a0-470-31994-1 010 $a0-470-31993-3 035 $a(CKB)1000000000357080 035 $a(EBL)297466 035 $a(OCoLC)476071893 035 $a(SSID)ssj0000097601 035 $a(PQKBManifestationID)11140204 035 $a(PQKBTitleCode)TC0000097601 035 $a(PQKBWorkID)10137624 035 $a(PQKB)11380802 035 $a(MiAaPQ)EBC297466 035 $a(EXLCZ)991000000000357080 100 $a20070802d2007 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aAdvanced analysis and design of steel frames$b[electronic resource] /$fGuo-Qiang Li, Jin-Jun Li 210 $aChichester $cJohn Wiley$dc2007 215 $a1 online resource (386 p.) 300 $aDescription based upon print version of record. 311 $a0-470-03061-5 320 $aIncludes bibliographical references and index. 327 $aAdvanced Analysis and Design of Steel Frames; Contents; Preface; Symbols; Part One Advanced Analysis of Steel Frames; Chapter 1 Introduction; 1.1 Type of Steel Frames; 1.2 Type of Components for Steel Frames; 1.3 Type of Beam-Column Connections; 1.4 Deformation of Joint Panel; 1.5 Analysis Tasks and Method for Steel Frame Design; 1.6 Definition of Elements in Steel Frames; Chapter 2 Elastic Stiffness Equation of Prismatic Beam Element; 2.1 General Form of Equation; 2.1.1 Beam Element in Tension; 2.1.2 Beam Element in Compression; 2.1.3 Series Expansion of Stiffness Equations 327 $a2.1.4 Beam Element with Initial Geometric Imperfection2.2 Special Forms of Elemental Equations; 2.2.1 Neglecting Effect of Shear Deformation; 2.2.2 Neglecting Effect of Axial Force; 2.2.3 Neglecting Effects of Shear Deformation and Axial Force; 2.3 Examples; 2.3.1 Bent Frame; 2.3.2 Simply Supported Beam; Chapter 3 Elastic Stiffness Equation of Tapered Beam Element; 3.1 Tapered Beam Element; 3.1.1 Differential Equilibrium Equation; 3.1.2 Stiffness Equation; 3.2 Numerical Verification; 3.2.1 Symmetry of Stiffness Matrix; 3.2.2 Static Deflection; 3.2.3 Elastic Critical Load 327 $a3.2.4 Frequency of Free Vibration3.2.5 Effect of Term Number Truncated in Polynomial Series; 3.2.6 Steel Portal Frame; 3.3 Appendix; 3.3.1 Chebyshev Polynomial Approach (Rice, 1992); 3.3.2 Expression of Elements in Equation (3.23); Chapter 4 Elastic Stiffness Equation of Composite Beam Element; 4.1 Characteristics and Classification of Composite Beam; 4.2 Effects of Composite Action on Elastic Stiffness of Composite Beam; 4.2.1 Beam without Composite Action; 4.2.2 Beam with Full Composite Action; 4.2.3 Beam with Partial Composite Action 327 $a4.3 Elastic Stiffness Equation of Steel-Concrete Composite Beam Element4.3.1 Basic Assumptions; 4.3.2 Differential Equilibrium Equation of Partially Composite Beam; 4.3.3 Stiffness Equation of Composite Beam Element; 4.3.4 Equivalent Nodal Load Vector; 4.4 Example; 4.5 Problems in Present Work; Chapter 5 Sectional Yielding and Hysteretic Model of Steel Beam Columns; 5.1 Yielding of Beam Section Subjected to Uniaxial Bending; 5.2 Yielding of Column Section Subjected to Uniaxial Bending; 5.3 Yielding of Column Section Subjected to Biaxial Bending; 5.3.1 Equation of Initial Yielding Surface 327 $a5.3.2 Equation of Ultimate Yielding Surface5.3.3 Approximate Expression of Ultimate Yielding Surface; 5.3.4 Effects of Torsion Moment; 5.4 Hysteretic Model; 5.4.1 Cyclic Loading and Hysteretic Behaviour; 5.4.2 Hysteretic Model of Beam Section; 5.4.3 Hysteretic Model of Column Section Subjected to Uniaxial Bending; 5.4.4 Hysteretic Model of Column Section Subjected to Biaxial Bending; 5.5 Determination of Loading and Deformation States of Beam-Column Sections; Chapter 6 Hysteretic Behaviour of Composite Beams; 6.1 Hysteretic Model of Steel and Concrete Material Under Cyclic Loading 327 $a6.1.1 Hysteretic Model of Steel Stress-Strain Relationship 330 $aSteel frames are used in many commercial high-rise buildings, as well as industrial structures, such as ore mines and oilrigs. Enabling construction of ever lighter and safer structures, steel frames have become an important topic for engineers. This book, split into two parts covering advanced analysis and advanced design of steel frames, guides the reader from a broad array of frame elements through to advanced design methods such as deterministic, reliability, and system reliability design approaches. This book connects reliability evaluation of structural systems to advanced analysis of 606 $aSteel, Structural 606 $aStructural analysis (Engineering) 606 $aStructural frames 608 $aElectronic books. 615 0$aSteel, Structural. 615 0$aStructural analysis (Engineering) 615 0$aStructural frames. 676 $a624.1773 700 $aLi$b G. Q$0945924 701 $aLi$b Jin-Jun$f1973-$0731216 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910143589803321 996 $aAdvanced analysis and design of steel frames$92149289 997 $aUNINA LEADER 03343 am 22004333u 450 001 9910135382303321 005 20230621140033.0 035 $a(CKB)3810000000000168 035 $a(OCoLC)1030819926 035 $a(EXLCZ)993810000000000168 100 $a20150119h20122012 uy 0 101 0 $ager 135 $aurm|#---uuuuu 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aStraffällige Frauen $eEine Untersuchung der Strafzumessung und Rückfälligkeit /$fTanja Ko?hler 210 1$aGöttingen :$cUniversitätsverlag Göttingen,$d2012. 210 4$d©2012 215 $a1 online resource (xxiii, 393 pages) $cillustraions; digital, PDF file(s) 225 1 $aGöttinger Studien zu den Kriminalwissenschaften ;$vBand 22 320 $aIncludes bibliographical reference (pages [297]-316) 330 $aGegenstand der Arbeit ist der Umgang der Kriminaljustiz mit Straftaten von Frauen ? ein weithin vernachlässigtes Thema im Bereich der empirischen Kriminologie. Ausgewertet werden sämtliche Eintragungen im Bundeszentral- und Erziehungsregister zu Personen, die im Jahr 2004 mit einer relevante Bezugsentscheidung im Register erfasst waren. Dadurch konnten über eine Millionen Straffällige, darunter rund 200.000 Frauen, mit allen zu ihnen im Register gespeicherten strafrechtlichen Entscheidungen in die Untersuchung einbezogen werden. Diese konzentriert sich dabei im Wesentlichen auf zwei Themenkomplexe: Einmal wird die Strafzumessung bei weiblichen im Vergleich zu männlichen Straffälligen differenziert untersucht. Dabei zeigt sich, dass Frauen entgegen landläufiger Meinung keinen Strafzumessungsbonus genießen. Zum anderen wird aufgezeigt, dass das Maß der Rückfälligkeit straffälliger Frauen sich je nach justizieller Reaktion unterscheidet und von Kriterien wie Art und Anzahl der Voreintragungen abhängt. 330 $aThe subject of the work is the treatment of criminals with crimes of women - a largely neglected topic in the field of empirical criminology. All entries in the Federal Central and Educational Register on persons registered in the register in 2004 with a relevant referral decision are evaluated. This allowed more than one million offenders, including some 200,000 women, to be included in the investigation, with all the criminal decisions they had made in the register. This focuses mainly on two areas of interest: on the one hand, the sentencing of women is differentiated compared to male offenders. It shows that, contrary to popular belief, women do not enjoy a penalty payment bonus. On the other hand, it is shown that the degree of recidivism of delinquent women differs according to the judicial reaction and depends on criteria such as type and number of pre-registrations. 410 0$aGöttinger Studien zu den Kriminalwissenschaften ;$vBand 22. 606 $aFemale offenders$zGermany 606 $aSentences (Criminal procedure)$zGermany 606 $aRecidivism$zGermany 615 0$aFemale offenders 615 0$aSentences (Criminal procedure) 615 0$aRecidivism 676 $a364.3740943 700 $aKo?hler$b Tanja$0803070 801 0$bAuAdUSA 801 2$bUkMaJRU 906 $aBOOK 912 $a9910135382303321 996 $aStraffällige Frauen$92195268 997 $aUNINA