[request_ebook] seismic design of punching shear reinforcement

Description

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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