| 000 | 01329nam a2200169Ia 4500 | ||
|---|---|---|---|
| 020 | _a8190613022 | ||
| 082 |
_a624.1762 _bBRZ |
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| 100 | _aBrzev, Svetlana | ||
| 245 | _aEarthquake-resistant confined masonry construction | ||
| 260 |
_aKanpur _bNational Information Centre of Earthquake Engineering _c2008 |
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| 300 | _aix,82,iiip. | ||
| 500 | _aCONTENTS Foreward iii Preface v Acknowledgements vii Table of Contents ix 1 What is Confined Masonry Construction? 1 2 How is Confined Masonry Different from RC Frame Construction? 7 3 Worldwide Applications 11 4 How Confined Masonry Buildings Resist Earthquake Effects. 17 5 Key Factors Influencing Seismic Resistance of Confined Masonry Structures 23 Wall Density 23 Masonry Units and Mortar 24 Tie-Columns 25 Horizontal Wall Reinforcement 25 6 Earthquake Performance of Confined Masonry Construction 29 7 Earthquake-Resistant Confined Masonry Construction: A Guideline 43 Architectural Guideline 43 ConstmctionGuideline 50 8 Concluding Remarks 61 References 63 Appendix A: International Design Codes - Notes on Seismic Provisions Related to Confined Masonry construction 71 Appendix B: An Example Illustrating Wall Density Calculations 81 | ||
| 890 | _aIndia | ||
| 891 | _aGRATIS | ||
| 891 | _aSchool of Building Science & Technology, CEPT Uni. | ||
| 999 |
_c8707 _d8707 |
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