Shang-Cheol Kim and Donald W. White
1. Introduction
2. Simplified Analysis of Low-Rise Buildings with Nonrigid Diaphragms
3. Seismic Assessment of a Two-Story Low-Rise Masonry Building with Flexible Diaphragms
4. Analysis of a One-Story Low-Rise Masonry Building with a Flexible Diaphragm
5. Simplified Linear Static Procedures for Low-Rise Buildings with Flexible Diaphragms
6. Summary and Recommendations
Appendix A. Three-Parameter Model
Appendix B. Two-Story Building
Appendix C. One-Story Test Building
Appendix D. Analysis System
References
View Report
2. Simplified Analysis of Low-Rise Buildings with Nonrigid Diaphragms
3. Seismic Assessment of a Two-Story Low-Rise Masonry Building with Flexible Diaphragms
4. Analysis of a One-Story Low-Rise Masonry Building with a Flexible Diaphragm
5. Simplified Linear Static Procedures for Low-Rise Buildings with Flexible Diaphragms
6. Summary and Recommendations
Appendix A. Three-Parameter Model
Appendix B. Two-Story Building
Appendix C. One-Story Test Building
Appendix D. Analysis System
References
View Report