Some concepts in earthquake behaviour buildings (Record no. 38851)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 07681nam a22001337a 4500 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.1762 |
| Item number | MUR |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Murty, C.V.R. & Others |
| 245 ## - TITLE STATEMENT | |
| Title | Some concepts in earthquake behaviour buildings |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc | Gujarat |
| Name of publisher, distributor, etc | Gujarat State Disaster Management Authority |
| Date of publication, distribution, etc | 2012 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xii,252p.CD Rom |
| 500 ## - GENERAL NOTE | |
| General note | Earthquake resistantBuildings <br/>1.1 Basics of Earthquake-Resistant Design and Construction 1<br/>1.2 Basic Aspects of Seismic Design 2<br/>1.3 The Four Virtues of Earthquake Resistant Buildings 5<br/>1.3.1 Characteristics of Buildings 5<br/>(a) Seismic Structural Configuration 5<br/>(b) Structural Stiffness, Strength and Ductility 8<br/>1.3.2 What are the Four Virtues? 9<br/>(a) Who Controls the Four Virtues? 9<br/>(b) How to Achieve the Four Virtues? 10<br/>1.4 Earthquake Demand versus Earthquake Capacity 10<br/>1.5 Force-based Design to Displacement-based Design 13<br/>Earthquake Demand on Buildings<br/>2.1 Seismic Design Force . 15<br/>2.2 Dynamic Characteristics of Buildings 18<br/>2.2.1 Natural Period 18<br/>(a) Fundamental Natural Period of Building 19<br/>(b) Factors influencing Natural Period 20<br/> (1) Effect of Stiffness 21<br/> (2) Effect of Mass 22<br/> (3) Effect of Building Height 23<br/> (4) Effect of Column Orientation 24<br/> (5) Effect of Unreinforced Masonry Infill Walls in RC Frames 24<br/>(6) Effect of Cracked Sections on Analysis of RC Frames 25<br/>(c) Design Practice 27<br/>2.2.2 Mode Shape 29<br/>(a) Fundamental Mode Shape of Oscillation 29<br/>(b) Factors influencing Mode Shapes 32<br/> (1) Effect of Flexural Stiffness of Structural Elements 32<br/> (2) Effect of Axial Stiffness of Vertical Members 34<br/> (3) Effect of Degree of Fixity at Member Ends 36<br/> (4) Effect of Building Height 38<br/> (5) Effect of Unreinforced Masonry Infill Walls in RC Frames 40<br/>(c) Design Practice 44<br/>2.2.3 Damping 45<br/>2.3 Ground Motion Characteristics - 47<br/>2.3.1 Accelerograms 47<br/>2.3.2 Response Spectrum of a Ground Motion 49<br/>(a) Acceleration Response Spectrum of a Ground Motion 51<br/>(b) Design Practice 52<br/>of Buildings - Elastic Behaviour<br/>3.1 Elastic Behaviour 53<br/>3.2 Configuration 53<br/>3.2.1 Overall Geometry 53<br/>(a) Plan Shape 53<br/> (1) Buildings with different shapes, but same Plan Area 54<br/> (2) Buildings with different projections, but same Plan Shape 64<br/>(b) Plan Aspect Ratio 71<br/>(1) Buildings with distributed LLRS in plan and cut-outs 74<br/>(2) Buildings with regular plan shape, but of large plan size and with cut-outs 74<br/>(c) Slenderness Ratio 81<br/>3.2.2 Structural Systems and Components 83<br/>(a) Moment Frame Systems 84<br/>(b) Structural Wall-Frame Systems 94<br/>(c) Braced Frame Systems 99<br/>(d) Tube System 103<br/>(e) Tube-in-Tube and Bundled Tube Systems 109<br/>(f) Flat Slab Building 117<br/>3.2.3 Load Paths 127<br/>(a) Frames 124<br/>(b) Structural Walls 128<br/>3.3 Mass 134<br/>3.3.1 Mass Asymmetry in Plan 134<br/>3.3.2 Mass Irregularity in Elevation 135<br/>3.4 Initial Stiffness 137<br/>3.4.1 Stiffness Irregularity in Plan 137<br/>3.4.2 Stiffness Irregularity in Elevation 143<br/>(a) Open or Flexible Storey in Buildings 143<br/>(b) Plinth and Lintel Beams in Buildings 147<br/>(c) Buildings on Slope 151<br/>(d) Set-back and Step-back Buildings 151<br/>3.4.3 Adjacency 161<br/>3.4.4 Soil Flexibility 16<br/>Earthquake Capacity of Buildings.-. Inelastic Behaviour<br/>4.1 Inelastic Behaviour 173<br/>4.2 Strength 173<br/>4.2.1 Strength Hierarchy 174<br/>(a) Beam-Column Joints 180<br/>4.2.2 Structural Plan Density 183<br/>4.2.3 Strength Asymmetry in Plan 186<br/>4.2.4 Strength Discontinuity in Elevation 190<br/>(a) Open/ Flexible/ Weak Storeys in a Building 192<br/>(b) Discontinuous Structural Walls in a Building 196<br/>(c) Short Column Effect 200<br/>4.3 Ductility 205 . 4.3.1 Definitions of Ductility 205<br/>(a) Contributors to Ductility in Reinforced Concrete Buildings 205<br/>(b) Achieving Ductility in Reinforced Concrete Buildings 216<br/>(c) Assessing Ductility available in Buildings 216<br/>4.3.2 Strength Provided in Building and Overall Ductility Demand 220<br/> 4-3-3 Capacity Design of Buildings 222<br/>(a) Displacement Loading 222<br/>(b) Capacity Design Concept 224<br/>4.3.4 Distribution of Damage in Building 227<br/>(a) The Open Ground Storey Buildings 228<br/>(b) Strong Column - Weak Beam Design 232<br/>(c) Excessive ductility demands owing to Pounding from Adjacent Building 237<br/>Adjacent Part of same Building<br/>4.4 Modeling of Buildings 238<br/>5 Earthquake-Resistant Design of Buildings<br/>5.1 Introduction 241<br/>5.2 Earthquake-Resistant Design Methods 245<br/>5.3 Earthquake-Resistant Design Procedure 247<br/>5.3.1 Stiffness Design Stage 247<br/>5.3.2 Strength Design Stage 249<br/>5.3.3 Ductility Design Stage 250<br/>5.4 Closing Comments 250<br/><br/><br/> |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | FA |
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| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Total Checkouts | Total Renewals | Full call number | Barcode | Date last seen | Date last borrowed | Price effective from | Koha item type | Public note |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | Faculty of Architecture | CEPT Library | CEPT Library | 03/01/2014 | 5 | 6 | 624.1762 MUR | 011882 | 23/04/2018 | 26/03/2018 | 03/01/2014 | Book | GRATIS |