
Explore the fundamentals of seismic analysis and earthquake engineering, linking theory to practice for concrete and steel design through codes and standards, including equivalent lateral force and the response spectrum.
Trace seismic codes progression from Building Seismic Safety Committee to FEMA and ASCE, showing ASCII and ABC provide loading criteria while design criteria reside in codes, on a five-year cycle.
Apply the response spectrum method to seismic analysis and derive region-based spectral components. Identify region one’s short-period constant spectral acceleration, region two’s constant spectral velocity, and region three’s constant displacement.
Combine displacement, velocity, and acceleration into a single response spectrum curve to deduce all three spectra from any one, and relate short-period acceleration sensitivity, long-period displacement sensitivity, and mid-range velocity.
Examine the time history scaling method using real time histories and real earthquakes to align responses to the response spectrum, then note its disadvantages: time consuming and varied results.
Students will gain a solid base on Earthquake Engineering and Seismic analysis fundametals, we will start from the basic concepts, you will gain the knowledge of how an earthquake is generated and acts on different structures, it will be illustrated with a very practical method and examples then we will illustrate the philosophy that the American codes ASCE7 & IBC follow and go though the main used factors in code such as Time period (T), Design accelation S1, Ss and give a brief on both equivalent lateral load and response spectrum methods.