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MARC Lista (tabellare)
Stahlbau-Kalender 2010 / / Herausgegeben von Ulrike Kuhlmann
Stahlbau-Kalender 2010 / / Herausgegeben von Ulrike Kuhlmann
Edizione [12. Jahrgang.]
Pubbl/distr/stampa Berlin, Germany : , : Wilhelm Ernst & Sohn, , 2010
Descrizione fisica 1 online resource (596 p.)
Disciplina 690.076
Altri autori (Persone) KuhlmannUlrike
Collana Stahlbau-Kalender
Soggetto topico Steel, Structural
Structural analysis (Engineering)
ISBN 3-433-60050-3
3-433-60049-X
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ger
Nota di contenuto Cover; Titel; Inhaltsübersicht; 2 Stahlbaunormen - Verbundtragwerke aus Stahl und Beton, Bemessung und Konstruktion - Kommentar zu DIN 18800-5 Ausgabe März 2007; 3 Verbundstützen; 4 Verbundträger und Deckensysteme; 5 Verbundanschlüsse nach Eurocode; 6 Sandwichelemente im Hochbau; 7 Sanierung von Vorhangfassaden der 1950er- bis 1970er-Jahre; 8 Feuerverzinken von tragenden Stahlbauteilen nach DASt-Richtlinie 022 und Bewertung verzinkter Stahlkonstruktionen; Stichwortverzeichnis
Record Nr. UNISA-996215983703316
Berlin, Germany : , : Wilhelm Ernst & Sohn, , 2010
Materiale a stampa
Lo trovi qui: Univ. di Salerno
Opac: Controlla la disponibilità qui
Stahlbau-Kalender 2010 / / Herausgegeben von Ulrike Kuhlmann
Stahlbau-Kalender 2010 / / Herausgegeben von Ulrike Kuhlmann
Edizione [12. Jahrgang.]
Pubbl/distr/stampa Berlin, Germany : , : Wilhelm Ernst & Sohn, , 2010
Descrizione fisica 1 online resource (596 p.)
Disciplina 690.076
Altri autori (Persone) KuhlmannUlrike
Collana Stahlbau-Kalender
Soggetto topico Steel, Structural
Structural analysis (Engineering)
ISBN 3-433-60050-3
3-433-60049-X
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ger
Nota di contenuto Cover; Titel; Inhaltsübersicht; 2 Stahlbaunormen - Verbundtragwerke aus Stahl und Beton, Bemessung und Konstruktion - Kommentar zu DIN 18800-5 Ausgabe März 2007; 3 Verbundstützen; 4 Verbundträger und Deckensysteme; 5 Verbundanschlüsse nach Eurocode; 6 Sandwichelemente im Hochbau; 7 Sanierung von Vorhangfassaden der 1950er- bis 1970er-Jahre; 8 Feuerverzinken von tragenden Stahlbauteilen nach DASt-Richtlinie 022 und Bewertung verzinkter Stahlkonstruktionen; Stichwortverzeichnis
Record Nr. UNINA-9910829995803321
Berlin, Germany : , : Wilhelm Ernst & Sohn, , 2010
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Statische Berechnung von Tunnelmauerwerk : grundlagen und Anwendung auf die wichtigsten Belastungsfalle / Otto Kommerell
Statische Berechnung von Tunnelmauerwerk : grundlagen und Anwendung auf die wichtigsten Belastungsfalle / Otto Kommerell
Autore Kommerell, Otto
Edizione [2.erweit. Aufl]
Pubbl/distr/stampa Berlin : Wilhelm Ernst & Sohn, 1940
Descrizione fisica XII, 174 p. ; 25 cm
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ger
Record Nr. UNINA-9910287257303321
Kommerell, Otto  
Berlin : Wilhelm Ernst & Sohn, 1940
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus
Autore Kindmann Rolf
Pubbl/distr/stampa Berlin, : Wilhelm Ernst & Sohn, c2011
Descrizione fisica 1 online resource (554 p.)
Disciplina 624.1/821
624.1821
Altri autori (Persone) KrausMatthias
Soggetto topico Building, Iron and steel
Structural design
Finite element method
Soggetto genere / forma Electronic books.
ISBN 3-433-60126-7
1-280-66281-6
9786613639745
3-433-60125-9
3-433-60077-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Title Page; Table of Content; 1 Introduction; 1.1 Verification Methods; 1.2 Methods to Determine the Internal Forces and Moments; 1.3 Element Types and Fields of Application; 1.4 Linear and Nonlinear Calculations; 1.5 Designations and Assumptions; 1.6 Fundamental Relationships; 1.7 Limit States and Load Combinations; 1.8 Introductory Example; 1.9 Content and Outline; 1.10 Computer Programs; 2 Cross Section Properties; 2.1 Overview; 2.2 Utilisation of Symmetry Properties; 2.3 Standardisation Part I: Centre of Gravity, Principal Axes and Moments of Inertia
2.4 Calculation of Standardised Cross Section Properties Part I2.4.1 Separation of the Cross Section into Partial Areas; 2.4.2 Partial Areas of Thin-Walled Rectangles; 2.4.3 Basic Cross Sections and Elementary Compound Cross Section Shapes; 2.4.4 Tabular Calculation of Cross Section Properties; 2.4.5 Numeric Integration / Fibre and Stripe Model; 2.5 Standardisation Part II: Shear Centre, Warping Ordinate and Warping Constant; 2.6 Warping Ordinate; 2.7 Shear Centre M; 3 Principles of FEM; 3.1 General Information; 3.2 Basic Concepts and Methodology; 3.3 Progress of the Calculations
3.4 Equilibrium3.4.1 Preliminary Remarks; 3.4.2 Virtual Work Principle; 3.4.3 Principle of Minimum of Potential Energy; 3.4.4 Differential Equations; 3.5 Basis Functions for the Deformations; 3.5.1 General; 3.5.2 Polynomial Functions for Beam Elements; 3.5.3 Trigonometric and Hyperbolic Functions for Beam Elements; 3.5.4 Basis Functions for Plate Buckling; 3.5.5 One-Dimensional Functions for Cross Sections; 3.5.6 Two-Dimensional Functions for Cross Sections; 4 FEM for Linear Calculations of Beam Structures; 4.1 Introduction; 4.2 Beam Elements for Linear Calculations
4.2.1 Linking Deformations to Internal Forces and Moments4.2.2 Axial Force; 4.2.3 Bending; 4.2.4 Torsion; 4.2.5 Arbitrary Stresses; 4.3 Nodal Equilibrium in the Global Coordinate System; 4.4 Reference Systems and Transformations; 4.4.1 Problem; 4.4.2 Beam Elements in the X-Z Plane; 4.4.3 Beam Elements in a Three-Dimensional X-Y-Z COS; 4.4.4 Loads; 4.4.5 Warping Moment and Derivative of the Angle of Twist; 4.4.6 Finite Elements for Arbitrary Reference Points; 4.5 Systems of Equations; 4.5.1 Aim; 4.5.2 Total Stiffness Matrix; 4.5.3 Total Load Vector; 4.5.4 Geometric Boundary Conditions
4.6 Calculation of the Deformations4.7 Determination of the Internal Forces and Moments; 4.8 Determination of Support Reactions; 4.9 Loadings; 4.9.1 Concentrated Loads; 4.9.2 Distributed Loads; 4.9.3 Settlements; 4.9.4 Influences of Temperature; 4.10 Springs and Shear Diaphragms; 5 FEM for Nonlinear Calculations of Beam Structures; 5.1 General; 5.2 Equilibrium at the Deformed System; 5.3 Extension of the Virtual Work; 5.4 Nodal Equilibrium with Consideration of the Deformations; 5.5 Geometric Stiffness Matrix; 5.6 Special Case: Bending with Compression or Tension Force
5.7 Initial Deformations and Equivalent Geometric Imperfections
Record Nr. UNISA-996212900103316
Kindmann Rolf  
Berlin, : Wilhelm Ernst & Sohn, c2011
Materiale a stampa
Lo trovi qui: Univ. di Salerno
Opac: Controlla la disponibilità qui
Steel structures : design using FEM / Rolf Kindmann, Matthias Kraus
Steel structures : design using FEM / Rolf Kindmann, Matthias Kraus
Autore KINDMANN, Rolf
Pubbl/distr/stampa Berlin, : Wilhelm Ernst & Sohn, 2011
Descrizione fisica Testo elettronico (PDF) (XII, 540 p.)
Disciplina 624.1821
Altri autori (Persone) KRAUS, Matthias
Soggetto topico Strutture in acciaio
ISBN 9783433600771
Formato Risorse elettroniche
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNISA-996454746403316
KINDMANN, Rolf  
Berlin, : Wilhelm Ernst & Sohn, 2011
Risorse elettroniche
Lo trovi qui: Univ. di Salerno
Opac: Controlla la disponibilità qui
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus
Autore Kindmann Rolf
Pubbl/distr/stampa Berlin, : Wilhelm Ernst & Sohn, c2011
Descrizione fisica 1 online resource (554 p.)
Disciplina 624.1/821
624.1821
Altri autori (Persone) KrausMatthias
Soggetto topico Building, Iron and steel
Structural design
Finite element method
Soggetto genere / forma Electronic books.
ISBN 3-433-60126-7
1-280-66281-6
9786613639745
3-433-60125-9
3-433-60077-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Title Page; Table of Content; 1 Introduction; 1.1 Verification Methods; 1.2 Methods to Determine the Internal Forces and Moments; 1.3 Element Types and Fields of Application; 1.4 Linear and Nonlinear Calculations; 1.5 Designations and Assumptions; 1.6 Fundamental Relationships; 1.7 Limit States and Load Combinations; 1.8 Introductory Example; 1.9 Content and Outline; 1.10 Computer Programs; 2 Cross Section Properties; 2.1 Overview; 2.2 Utilisation of Symmetry Properties; 2.3 Standardisation Part I: Centre of Gravity, Principal Axes and Moments of Inertia
2.4 Calculation of Standardised Cross Section Properties Part I2.4.1 Separation of the Cross Section into Partial Areas; 2.4.2 Partial Areas of Thin-Walled Rectangles; 2.4.3 Basic Cross Sections and Elementary Compound Cross Section Shapes; 2.4.4 Tabular Calculation of Cross Section Properties; 2.4.5 Numeric Integration / Fibre and Stripe Model; 2.5 Standardisation Part II: Shear Centre, Warping Ordinate and Warping Constant; 2.6 Warping Ordinate; 2.7 Shear Centre M; 3 Principles of FEM; 3.1 General Information; 3.2 Basic Concepts and Methodology; 3.3 Progress of the Calculations
3.4 Equilibrium3.4.1 Preliminary Remarks; 3.4.2 Virtual Work Principle; 3.4.3 Principle of Minimum of Potential Energy; 3.4.4 Differential Equations; 3.5 Basis Functions for the Deformations; 3.5.1 General; 3.5.2 Polynomial Functions for Beam Elements; 3.5.3 Trigonometric and Hyperbolic Functions for Beam Elements; 3.5.4 Basis Functions for Plate Buckling; 3.5.5 One-Dimensional Functions for Cross Sections; 3.5.6 Two-Dimensional Functions for Cross Sections; 4 FEM for Linear Calculations of Beam Structures; 4.1 Introduction; 4.2 Beam Elements for Linear Calculations
4.2.1 Linking Deformations to Internal Forces and Moments4.2.2 Axial Force; 4.2.3 Bending; 4.2.4 Torsion; 4.2.5 Arbitrary Stresses; 4.3 Nodal Equilibrium in the Global Coordinate System; 4.4 Reference Systems and Transformations; 4.4.1 Problem; 4.4.2 Beam Elements in the X-Z Plane; 4.4.3 Beam Elements in a Three-Dimensional X-Y-Z COS; 4.4.4 Loads; 4.4.5 Warping Moment and Derivative of the Angle of Twist; 4.4.6 Finite Elements for Arbitrary Reference Points; 4.5 Systems of Equations; 4.5.1 Aim; 4.5.2 Total Stiffness Matrix; 4.5.3 Total Load Vector; 4.5.4 Geometric Boundary Conditions
4.6 Calculation of the Deformations4.7 Determination of the Internal Forces and Moments; 4.8 Determination of Support Reactions; 4.9 Loadings; 4.9.1 Concentrated Loads; 4.9.2 Distributed Loads; 4.9.3 Settlements; 4.9.4 Influences of Temperature; 4.10 Springs and Shear Diaphragms; 5 FEM for Nonlinear Calculations of Beam Structures; 5.1 General; 5.2 Equilibrium at the Deformed System; 5.3 Extension of the Virtual Work; 5.4 Nodal Equilibrium with Consideration of the Deformations; 5.5 Geometric Stiffness Matrix; 5.6 Special Case: Bending with Compression or Tension Force
5.7 Initial Deformations and Equivalent Geometric Imperfections
Record Nr. UNINA-9910141260503321
Kindmann Rolf  
Berlin, : Wilhelm Ernst & Sohn, c2011
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus
Autore Kindmann Rolf
Pubbl/distr/stampa Berlin, : Wilhelm Ernst & Sohn, c2011
Descrizione fisica 1 online resource (554 p.)
Disciplina 624.1/821
624.1821
Altri autori (Persone) KrausMatthias
Soggetto topico Building, Iron and steel
Structural design
Finite element method
ISBN 3-433-60126-7
1-280-66281-6
9786613639745
3-433-60125-9
3-433-60077-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Title Page; Table of Content; 1 Introduction; 1.1 Verification Methods; 1.2 Methods to Determine the Internal Forces and Moments; 1.3 Element Types and Fields of Application; 1.4 Linear and Nonlinear Calculations; 1.5 Designations and Assumptions; 1.6 Fundamental Relationships; 1.7 Limit States and Load Combinations; 1.8 Introductory Example; 1.9 Content and Outline; 1.10 Computer Programs; 2 Cross Section Properties; 2.1 Overview; 2.2 Utilisation of Symmetry Properties; 2.3 Standardisation Part I: Centre of Gravity, Principal Axes and Moments of Inertia
2.4 Calculation of Standardised Cross Section Properties Part I2.4.1 Separation of the Cross Section into Partial Areas; 2.4.2 Partial Areas of Thin-Walled Rectangles; 2.4.3 Basic Cross Sections and Elementary Compound Cross Section Shapes; 2.4.4 Tabular Calculation of Cross Section Properties; 2.4.5 Numeric Integration / Fibre and Stripe Model; 2.5 Standardisation Part II: Shear Centre, Warping Ordinate and Warping Constant; 2.6 Warping Ordinate; 2.7 Shear Centre M; 3 Principles of FEM; 3.1 General Information; 3.2 Basic Concepts and Methodology; 3.3 Progress of the Calculations
3.4 Equilibrium3.4.1 Preliminary Remarks; 3.4.2 Virtual Work Principle; 3.4.3 Principle of Minimum of Potential Energy; 3.4.4 Differential Equations; 3.5 Basis Functions for the Deformations; 3.5.1 General; 3.5.2 Polynomial Functions for Beam Elements; 3.5.3 Trigonometric and Hyperbolic Functions for Beam Elements; 3.5.4 Basis Functions for Plate Buckling; 3.5.5 One-Dimensional Functions for Cross Sections; 3.5.6 Two-Dimensional Functions for Cross Sections; 4 FEM for Linear Calculations of Beam Structures; 4.1 Introduction; 4.2 Beam Elements for Linear Calculations
4.2.1 Linking Deformations to Internal Forces and Moments4.2.2 Axial Force; 4.2.3 Bending; 4.2.4 Torsion; 4.2.5 Arbitrary Stresses; 4.3 Nodal Equilibrium in the Global Coordinate System; 4.4 Reference Systems and Transformations; 4.4.1 Problem; 4.4.2 Beam Elements in the X-Z Plane; 4.4.3 Beam Elements in a Three-Dimensional X-Y-Z COS; 4.4.4 Loads; 4.4.5 Warping Moment and Derivative of the Angle of Twist; 4.4.6 Finite Elements for Arbitrary Reference Points; 4.5 Systems of Equations; 4.5.1 Aim; 4.5.2 Total Stiffness Matrix; 4.5.3 Total Load Vector; 4.5.4 Geometric Boundary Conditions
4.6 Calculation of the Deformations4.7 Determination of the Internal Forces and Moments; 4.8 Determination of Support Reactions; 4.9 Loadings; 4.9.1 Concentrated Loads; 4.9.2 Distributed Loads; 4.9.3 Settlements; 4.9.4 Influences of Temperature; 4.10 Springs and Shear Diaphragms; 5 FEM for Nonlinear Calculations of Beam Structures; 5.1 General; 5.2 Equilibrium at the Deformed System; 5.3 Extension of the Virtual Work; 5.4 Nodal Equilibrium with Consideration of the Deformations; 5.5 Geometric Stiffness Matrix; 5.6 Special Case: Bending with Compression or Tension Force
5.7 Initial Deformations and Equivalent Geometric Imperfections
Record Nr. UNINA-9910829959303321
Kindmann Rolf  
Berlin, : Wilhelm Ernst & Sohn, c2011
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus
Autore Kindmann Rolf
Pubbl/distr/stampa Berlin, : Wilhelm Ernst & Sohn, c2011
Descrizione fisica 1 online resource (554 p.)
Disciplina 624.1/821
624.1821
Altri autori (Persone) KrausMatthias
Soggetto topico Building, Iron and steel
Structural design
Finite element method
ISBN 3-433-60126-7
1-280-66281-6
9786613639745
3-433-60125-9
3-433-60077-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Title Page; Table of Content; 1 Introduction; 1.1 Verification Methods; 1.2 Methods to Determine the Internal Forces and Moments; 1.3 Element Types and Fields of Application; 1.4 Linear and Nonlinear Calculations; 1.5 Designations and Assumptions; 1.6 Fundamental Relationships; 1.7 Limit States and Load Combinations; 1.8 Introductory Example; 1.9 Content and Outline; 1.10 Computer Programs; 2 Cross Section Properties; 2.1 Overview; 2.2 Utilisation of Symmetry Properties; 2.3 Standardisation Part I: Centre of Gravity, Principal Axes and Moments of Inertia
2.4 Calculation of Standardised Cross Section Properties Part I2.4.1 Separation of the Cross Section into Partial Areas; 2.4.2 Partial Areas of Thin-Walled Rectangles; 2.4.3 Basic Cross Sections and Elementary Compound Cross Section Shapes; 2.4.4 Tabular Calculation of Cross Section Properties; 2.4.5 Numeric Integration / Fibre and Stripe Model; 2.5 Standardisation Part II: Shear Centre, Warping Ordinate and Warping Constant; 2.6 Warping Ordinate; 2.7 Shear Centre M; 3 Principles of FEM; 3.1 General Information; 3.2 Basic Concepts and Methodology; 3.3 Progress of the Calculations
3.4 Equilibrium3.4.1 Preliminary Remarks; 3.4.2 Virtual Work Principle; 3.4.3 Principle of Minimum of Potential Energy; 3.4.4 Differential Equations; 3.5 Basis Functions for the Deformations; 3.5.1 General; 3.5.2 Polynomial Functions for Beam Elements; 3.5.3 Trigonometric and Hyperbolic Functions for Beam Elements; 3.5.4 Basis Functions for Plate Buckling; 3.5.5 One-Dimensional Functions for Cross Sections; 3.5.6 Two-Dimensional Functions for Cross Sections; 4 FEM for Linear Calculations of Beam Structures; 4.1 Introduction; 4.2 Beam Elements for Linear Calculations
4.2.1 Linking Deformations to Internal Forces and Moments4.2.2 Axial Force; 4.2.3 Bending; 4.2.4 Torsion; 4.2.5 Arbitrary Stresses; 4.3 Nodal Equilibrium in the Global Coordinate System; 4.4 Reference Systems and Transformations; 4.4.1 Problem; 4.4.2 Beam Elements in the X-Z Plane; 4.4.3 Beam Elements in a Three-Dimensional X-Y-Z COS; 4.4.4 Loads; 4.4.5 Warping Moment and Derivative of the Angle of Twist; 4.4.6 Finite Elements for Arbitrary Reference Points; 4.5 Systems of Equations; 4.5.1 Aim; 4.5.2 Total Stiffness Matrix; 4.5.3 Total Load Vector; 4.5.4 Geometric Boundary Conditions
4.6 Calculation of the Deformations4.7 Determination of the Internal Forces and Moments; 4.8 Determination of Support Reactions; 4.9 Loadings; 4.9.1 Concentrated Loads; 4.9.2 Distributed Loads; 4.9.3 Settlements; 4.9.4 Influences of Temperature; 4.10 Springs and Shear Diaphragms; 5 FEM for Nonlinear Calculations of Beam Structures; 5.1 General; 5.2 Equilibrium at the Deformed System; 5.3 Extension of the Virtual Work; 5.4 Nodal Equilibrium with Consideration of the Deformations; 5.5 Geometric Stiffness Matrix; 5.6 Special Case: Bending with Compression or Tension Force
5.7 Initial Deformations and Equivalent Geometric Imperfections
Record Nr. UNINA-9910841561303321
Kindmann Rolf  
Berlin, : Wilhelm Ernst & Sohn, c2011
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Verkehrs-Tunnelbau / Mandel Georg, Wagner Harald
Verkehrs-Tunnelbau / Mandel Georg, Wagner Harald
Autore Mandel, Georg
Pubbl/distr/stampa Berlin ; München : Wilhelm Ernst & Sohn, 1968-1969
Descrizione fisica v. ; 25 cm
Altri autori (Persone) Wagner, Harald
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ger
Nota di contenuto 1.: Planung, Entwurf und Bauausfuhrung 2.: Netzgestaltung, Betriebsmerkmale und Baumethoden ...
Record Nr. UNINA-9910287759403321
Mandel, Georg  
Berlin ; München : Wilhelm Ernst & Sohn, 1968-1969
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Wasserdampfdurchlässigkeit und Feuchtigkeitsverteilung bei Baustoffen und Bauteilen : Untersuchungen, durchgeführt im Auftrage des Bundesministers für Wohnungswesen und Städtebau / von W. Caemmerer ... [et al.]
Wasserdampfdurchlässigkeit und Feuchtigkeitsverteilung bei Baustoffen und Bauteilen : Untersuchungen, durchgeführt im Auftrage des Bundesministers für Wohnungswesen und Städtebau / von W. Caemmerer ... [et al.]
Pubbl/distr/stampa Berlin : Wilhelm Ernst & Sohn, 1968
Descrizione fisica 115, 12 p. : ill. ; 30 cm.
Collana Berichte aus der Bauforschung
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ger
Record Nr. UNINA-9910169960503321
Berlin : Wilhelm Ernst & Sohn, 1968
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui