Paper
presented to Joint Technical Sessions Between
Jamaica Institution of Engineers (JIE) and the
Caribbean Division of the Institution of Structural Engineers (UK)
PLANNING
BUILDINGS TO RESIST EARTHQUAKES
By Wayne
Adams MIStructE, MJIE & Alfrico Adams FJIE FIStructE
Thursday, Dec.16, 2004
FIGURES
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figure to return to this page.)
| Figure 1 |
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Performance and Structural Deformation Demand
for Nonductile Structures (NEHRP) |
| Figure 2 |
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Performance and Structural Deformation Demand
for Nonductile Structures (NEHRP) |
| Figure 3 |
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Plan Irregularity |
| Figure 4 |
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Vertical Irregularity |
| Figure 5 |
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Diaphragm Flexibility |
| Figure 6 |
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Code Plan Irregularity |
| Figure 7 |
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Torsional Irregularity |
| Figure 8 |
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Code Vertical Irregularity |
| Figure 9 |
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Idealized Load - Displacement Characteristic |
| |
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Strong Beam - Weak Column |