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Technical seismic design of punching shear reinforcement
Posted on 2010-04-11
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Contents: CONTENTS . Chapter 1 — Introduction . 1.1—General . 1.2—Definitions . 1.3—Notation . 1.4—Scope . 1.5—Objective . 1.6—Remarks . Chapter 2—Lateral story drift . 2.1—Lateral-force-resisting systems . 2.2—Limits on story drift ratio . 2.3—Effects of gravity loads on story drift capacity . 2.4—Design recommendations for flat plates with and without shear reinforcement . Chapter 3—Minimum shear and integrity reinforcements in flat plate . Chapter 4—Assessment of ductility . Chapter 5—Unbalanced design moment . 5.1—Frame analysis . 5.2—Simplified elastic analysis . 5.3—Upper limit for Mu . Chapter 6—Design of shear reinforcement . 6.1—Strength design . 6.2—Summary of design steps . 6.3—ACI 318-05 provisions . Chapter 7—Research on prestressed flat plates . Chapter 8—Reference . 8.1—Cited references . Appendix A—Verification of proposed minimum amount of shear reinforcement for earthquakeresistant flat plate-column connections . Appendix B—Verification of upper limit to unbalanced moment to be used in punching shear design . Appendix C—Notes on properties of shear-critical section . C.1—Second moments of area . C.2—Equations for γv . Appendix D—Design examples, p. 421.2R-17 . D.1—General . D.2—Example 1: Interior flat plate-column connection . D.3—Example 2: Edge flat plate-column connection . D.4—Example 3: Corner flat plate-column connection . D.5—Example 4: Use of stirrups: Interior flat platecolumn connection . D.6—Example 5: Interior flat plate-column connection of . Example 1, repeated using SI units .
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