Thomas Paulay OBE OoM was a Hungarian-New Zealand earthquake engineer.Michael John Nigel Priestley ONZM was a New Zealand earthquake engineer. He made significant contributions to the design and retrofit of concrete structures, and developed the first displacement-based method of seismic design.

• 1. Introduction: Concepts of Seismic Design 12. Causes and Effects of Earthquakes: Seismicity—Structural Response--Seismic Action 47  3. Principles of Member Design 95  4. Reinforced Concrete Ductile Frames 158  5. Structural Walls 362  6. Dual Systems 500  7. Masonry Structures 532  8. Reinforced Concrete Buildings with Restricted Ductility 639  9. Foundation Structures 662  Appendix A Approximate Elastic Analysis of Frames Subjected to Lateral Forces 696Appendix B Modified Mercalli Intensity Scale 706Symbols 708  References 719  Index 735

Thomas Paulay OBE OoM was a Hungarian-New Zealand earthquake engineer.Michael John Nigel Priestley ONZM was a New Zealand earthquake engineer. He made significant contributions to the design and retrofit of concrete structures, and developed the first displacement-based method of seismic design.

• 1. Introduction: Concepts of Seismic Design 12. Causes and Effects of Earthquakes: Seismicity—Structural Response--Seismic Action 47  3. Principles of Member Design 95  4. Reinforced Concrete Ductile Frames 158  5. Structural Walls 362  6. Dual Systems 500  7. Masonry Structures 532  8. Reinforced Concrete Buildings with Restricted Ductility 639  9. Foundation Structures 662  Appendix A Approximate Elastic Analysis of Frames Subjected to Lateral Forces 696Appendix B Modified Mercalli Intensity Scale 706Symbols 708  References 719  Index 735

Thomas Paulay OBE OoM was a Hungarian-New Zealand earthquake engineer.Michael John Nigel Priestley ONZM was a New Zealand earthquake engineer. He made significant contributions to the design and retrofit of concrete structures, and developed the first displacement-based method of seismic design.

• 1. Introduction: Concepts of Seismic Design 12. Causes and Effects of Earthquakes: Seismicity—Structural Response--Seismic Action 47  3. Principles of Member Design 95  4. Reinforced Concrete Ductile Frames 158  5. Structural Walls 362  6. Dual Systems 500  7. Masonry Structures 532  8. Reinforced Concrete Buildings with Restricted Ductility 639  9. Foundation Structures 662  Appendix A Approximate Elastic Analysis of Frames Subjected to Lateral Forces 696Appendix B Modified Mercalli Intensity Scale 706Symbols 708  References 719  Index 735