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The strengthened specimens conform to the standards of modern design codes for RC structures.
On this purpose, modern design codes give the possibility to apply design methodologies assisted by testing.
Section classification is adopted by modern design codes and standards as a basic step in design process.
These structures are out of scope of modern design codes and old design codes do not provide guidance for fire resistance design.
Although modern design codes provide guides on concrete filled steel tubular members, they do not cover their applications involving high strength concrete and high tensile steel.
The terms "Second-order Analysis" and "Direct Analysis" appear in many modern design codes but many engineers consider this as a method for checking only the second-order sway effect, nonlinear sway moment or a tool for academic research.
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A significant number of existing reinforced concrete building structures were designed and built before 1970, prior to the enforcement of modern seismic design codes.
Typically modern structural design codes require that 'the consequence of damages to structures should not be disproportional to the causes of the damages'.
Currently, modern international design codes are based on the classification of steel sections for both plastic and seismic designs of structures, providing misleading emphasis mainly on local buckling as the primary strain-weakening effect.
Reinforced concrete shear wall buildings were designed for Vancouver, representing a region of high seismicity in Canada, to assess seismic vulnerability of buildings constructed before and after the enactment of modern seismic design codes.
This chapter summarises the past and current developments of probabilistic seismic hazard analysis, which forms the fundamental basis for many modern earthquake design code provisions and practices.
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