Earthquake Resistant Design of Buildings

"6.4 Validation of Analytical Results of the Approximate Method "--"6.5 Validation of Analytical Results of the Rigorous Method "--"6.6 Summary " -- "Chapter 7. Case Studies" -- "7.1 Introduction " -- "7.2 Ground Motion Frequencies " -- "7.3 Example Buildings " -- "7.3.1 Application to Example 1 " -- "7.3.2 Applications to Other Example Buildings " -- "7.4 Summary " -- "Chapter 8. Results in Frequency and Time Domains" -- "8.1 Introduction " -- "8.2 Results in Frequency Domain " -- "8.3 Results in Time Domain " -- "8.4 Summary " -- "Chapter 9. Results for Optimum Placement of Dampers" -- "9.1 Introduction " -- "9.2 Results of Optimum Placement of Dampers " -- "9.3 Summary " -- "Chapter 10. Optimum Design Examples" -- "10.1 Introduction " -- "10.2 Base-isolated Buildings " -- "10.2.1 Description of Model " -- "10.3 Fixed Adjacent Buildings " -- "10.3.1 Model Description " -- "10.3.2 Properties of the SSI Systems " -- "10.4 Numerical Study of Controlled Adjacent Buildings with Passive " -- " 10.4.1 GA-H2 and GA-H8 Optimisation Procedures