| PREFACE |
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ix | (2) |
| INTRODUCTION |
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| PART ONE BASIC CONSIDERATIONS |
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1 | (220) |
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1 Earthquakes and Their Effects |
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3 | (10) |
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1.2 Dynamic Properties of Earthquakes |
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1.5 Damage to Stationary Structures |
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2 Seismic Response of Buildings and Sites |
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13 | (44) |
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2.1 Dynamic Properties of Buildings and Sites |
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2.2 Building Code Requirements for Earthquake Effects |
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2.3 Forms of Seismic Response |
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2.7 Behavior of Ordinary Construction |
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2.9 Building Foundation Failures |
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3 Design for Structural Response |
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57 | (76) |
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3.1 General Design Considerations |
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3.2 Types of Lateral Force-Resisting Systems |
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3.3 Lateral Bracing Systems |
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3.8 Considerations for Developing Bracing Systems |
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3.9 Site and Foundation Concerns |
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3.10 Lateral Forces on Foundations |
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4 Design for General Building Response |
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133 | (30) |
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4.2 Architectural Form and Seismic Response |
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4.3 Building Form and the UBC |
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4.4 Reduction of Vulnerability |
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4.5 Site Design for Seismic Response |
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163 | (12) |
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5.1 Need for Strengthening |
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5.3 Assessing Vulnerability |
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5.4 Construction Timeline and Vulnerability |
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5.5 Design for Reducing Vulnerability |
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5.6 Strengthening for Seismic Resistance |
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6 Mitigation of Seismic Effects |
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175 | (8) |
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6.1 Use of Separation Joints |
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6.3 Shock Absorbers and Motion Modification |
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6.4 Architectural Design for Mitigation |
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6.6 The Whole Mitigation Effort |
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183 | (6) |
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7.1 Lateral and Uplift Forces on Deep Foundations |
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7.2 Ground Tension Anchors |
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7.3 Site Development for Seismic Response |
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189 | (24) |
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8.1 Hillside Construction |
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8.4 Foundations for Shear Walls |
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213 | (8) |
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9.3 Information and Aids for Design |
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9.4 Control of Construction |
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| PART TWO EXAMPLE DESIGN CASES |
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221 | (126) |
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223 | (22) |
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10.2 What Can Happen in an Earthquake? |
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10.3 Design for Improved Seismic Response |
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11 Single-Story Commercial Building |
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245 | (34) |
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11.1 Scheme 1: Wood Frame Structure |
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11.2 Seismic Response of the Wood Structure |
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11.3 Design of the Wood Structure |
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11.4 Scheme 2: Masonry Structure |
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11.5 Seismic Response of the Masonry Structure |
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11.6 Design of the Masonry Structure |
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11.7 Scheme 3: Tilt-Up Wall Building |
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11.8 Seismic Response of the Tilt-Up Building |
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11.9 Design of the Tilt-Up Structure |
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12 Low-Rise Multiunit Building |
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279 | (10) |
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12.1 General Considerations for the Apartment Complex |
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12.2 Design of the Wood Structure |
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12.3 General Considerations for the Motel |
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13 Low-Rise Office Building |
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289 | (38) |
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13.1 General Considerations for the Building |
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13.2 Design of the Steel Trussed Bents |
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13.3 Design of the Steel Rigid Frame |
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13.4 Design of the Concrete Rigid Frame |
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13.5 Design of the Masonry Wall Structure |
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13.6 Design of the Concrete Wall Structure |
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14 Multistory Apartment Building |
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327 | (6) |
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14.1 Design with Shear Wall Bracing |
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14.2 Design with Braced Steel Frame |
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14.3 Design with Concrete Frame |
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14.4 Steel Frame with Eccentric Bracing |
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15 Single-Story, Warehouse |
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333 | (4) |
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15.2 Design of the Horizontal Trusses |
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337 | (10) |
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| GLOSSARY |
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347 | (10) |
| BIBLIOGRAPHY |
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357 | (2) |
| INDEX |
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359 | |
