Influence of constant restoring force on the dynamic response of multi-story buildings : master thesis
Supervisor name
Τσόπελας, Παναγιώτης
Fecha
2011Language
en
Access
free
Resumen
The results from the nonlinear time history analysis are tabulated in this section. Each
table contains the maximum parameter (interstory drift, floor acceleration, velocity,
shear force, and damper force) at every floor of the model and for all the ground
excitations considered in the particular analysis. The PGA for each seismic excitation
are indicated in the top row of each table.
The analyses are divided in three groups. In the first and second group (indicated as
Model 1 and Model 2 below), the 3-story structural model presented in a previous
section is utilized. In the third group (indicated as Model 3 below)the 6-story
structural model, also presented in a previous section is utilized, and the Following
the analysis cases are presented with graph of the hysteresis loop. First with the letter
A are described the far field motions, B for the near field and with the numbers the
models as presented in the previous section.
Academic publisher
Πανεπιστήμιο Θεσσαλίας. Πολυτεχνική Σχολή. Τμήμα Πολιτικών Μηχανικών.