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1. |
Record Nr. |
UNISA990003297000203316 |
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Autore |
International solvay conference on physics : <17.; : 1978 |
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Titolo |
Order and fluctuations in equilibrium and nonequilibrium statistical mechanics : XVIIth international solvay conference on physics / G. Nicolas, G. Dewel and J.W. Turner (Eds.) |
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Pubbl/distr/stampa |
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New York : John Wiley, copyr. 1981 |
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ISBN |
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Descrizione fisica |
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XIX, 374 p. : ill. ; 23 cm |
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Collana |
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Nonequilibrium problems in the physical sciences and biology |
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Disciplina |
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Soggetti |
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Collocazione |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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2. |
Record Nr. |
UNISA990001912650203316 |
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Autore |
SCHOPENHAUER, Arthur <1788-1860> |
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Titolo |
3 : Die Welt als Wille und Vorstellung : welcher die Erganzungen zu den vier Buchern des ersten Bandes enthalt . 2.1 / Arthur Schopenhauer |
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Pubbl/distr/stampa |
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Zürich : Diogenes, copyr. 1977 |
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ISBN |
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Descrizione fisica |
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Collana |
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Diogenes Taschenbuch ; 140/3 |
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Disciplina |
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Collocazione |
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II.1 Coll. 73/ 3(IV A Coll. 240/140 3) |
AA 193 SCH |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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3. |
Record Nr. |
UNINA9910462805803321 |
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Autore |
Fares Nabil |
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Titolo |
Practical approximate analysis of beams and frames [[electronic resource] /] / Nabil Fares |
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Pubbl/distr/stampa |
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Reston, : American Society of Civil Engineers, 2012 |
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ISBN |
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Descrizione fisica |
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1 online resource (391 p.) |
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Collana |
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Lecture notes in mechanics ; ; 1 |
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Disciplina |
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Soggetti |
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Girders |
Flanges |
Structural frames |
Electronic books. |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Description based upon print version of record. |
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Nota di bibliografia |
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Includes bibliographical references and index. |
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Nota di contenuto |
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""Cover""; ""Contents""; ""Preface""; ""1 Approximate Analysis of Beams and Frames with no Sidesway""; ""1.1 Introduction to Sketching""; ""1.2 Passive Members in Continuous Beams and Frames""; ""1.3 Beam with a Moment Applied at One End and Resisting at the Other""; ""1.4 Example: Continuous Beam with Moment Applied at Only One Node""; ""1.5 Outline of Approximate Method for Analyzing Structures with No Sidesway""; ""1.6 Beam with a Uniform Load""; ""1.7 Example: Uniform Load""; ""1.8 Beam with a Point Force""; ""1.9 Example: Point Force""; ""1.10 Comments and Examples on Multiple Loads"" |
""1.11 Beam with Two or More Internal Hinges""""1.12 Beam with One Internal Hinge, a Moment Applied at One End and Resisting at the Other""; ""1.13 Beam with One Internal Hinge and a Uniform Load""; ""1.14 Beam with One Internal Hinge and a Point Force""; ""2 Approximate Analysis of Frames with Sidesway""; ""2.1 The Cantilever and the Single Floor Portal Frame""; ""2.2 Approximate Analysis of Single Floor Frames Subject to a Horizontal Load""; ""2.3 Sketching Single Floor Portal Frames""; ""2.4 The Column with Rotary Springs and Moments at Both Ends"" |
""2.5 Approximate Analysis of Multiple Floor Frames Subject to Horizontal Loads""""2.6 A Note on the Lumped Mass Model for Buildings""; ""2.7 Sketching Multiple Floor Frames Subject to Horizontal |
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Loads""; ""2.8 Notes on Sidesway Due to Vertical Loads or Applied Couples""; ""3 Estimating Displacements in Beams and Frames""; ""3.1 Maximum Vertical Displacements in Beams""; ""3.2 Estimating Moment of Inertia""; ""3.3 Relative Vertical Displacements versus Strain in Beams""; ""3.4 Side Displacements of Frames Subject to Side Loads"" |
""3.5 Obtaining Rotary Stiffness Factors from Slope Measurements in Beams""""4 Approximate Influence Lines for Indeterminate Beams""; ""4.1 Introduction to Influence Lines""; ""4.2 Exact Influence Lines for Statically Determinate Beams""; ""4.3 Approximate Influence Lines for Statically Indeterminate Structures""; ""Appendixes""; ""A: Beams�End-Moments and Inflection Points""; ""A.1 Moment End-Loaded Beam""; ""A.2 Uniformly Distributed Load""; ""A.3 Point Force""; ""B: Column�Shear Stiffness, End-Moments and Inflection Points""; ""B.1 Cantilever""; ""B.2 Column for Single Story Building"" |
""B.3 Column for MultiStory Building�First Floor""""B.4 Column for MultiStory Building�Top Floor (Top and Bottom Beams Similar)""; ""B.5 Column for MultiStory Building�General Case""; ""C: Beams�Deflections and Rotations""; ""C.1 Displacements at Any Location""; ""C.2 Rotations at Any Location""; ""C.3 Uniform Load�Mid Displacements""; ""C.4 Point Force�Centrally Loaded�Mid Displacements""; ""C.5 Point force�Loaded Anywhere�Mid Displacements""; ""C.6 Point Moment�Loaded Anywhere�Mid Displacements""; ""C.7 Cantilever�Various Special Cases�Displacements"" |
""D: Useful Results for Influence Lines"" |
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