Practical approximate analysis of beams and frames [[electronic resource] /] / Nabil Fares
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| Autore: |
Fares Nabil
|
| Titolo: |
Practical approximate analysis of beams and frames [[electronic resource] /] / Nabil Fares
|
| Pubblicazione: | Reston, : American Society of Civil Engineers, 2012 |
| Descrizione fisica: | 1 online resource (391 p.) |
| Disciplina: | 624.1/7723 |
| Soggetto topico: | Girders |
| Flanges | |
| Structural frames | |
| Soggetto genere / forma: | Electronic books. |
| Note generali: | Description based upon print version of record. |
| Nota di bibliografia: | Includes bibliographical references and index. |
| Nota di contenuto: | ""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 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"" | |
| Titolo autorizzato: | Practical approximate analysis of beams and frames |
| ISBN: | 0-7844-7685-3 |
| Formato: | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione: | Inglese |
| Record Nr.: | 9910462805803321 |
| Lo trovi qui: | Univ. Federico II |
| Opac: | Controlla la disponibilità qui |
Serie:
Lecture notes in mechanics ; ; 1.