كليدواژه :
Seismic risk assessment , Optimal Cable Configuration , Lali Cable-Stayed Bridge , Cost– Loss– Benefit (CLB) Method , Structural Damping Ratio
چكيده فارسي :
Generally, in order to reduce the amount of calculations, engineers analyse and design the structures
using simple force based methods such as quasi-static or spectral methods. However, we can use seismic risk
assessment to study the damage due to probable earthquakes, instead of investigating force or displacement
responses which are the basis of simple design methods. About the main purpose of this paper, it should be
said that selecting the cable configuration is always a challenge in cable stayed-bridges designing. It is
because of that, the changing cable configuration in a cable - stayed bridge, firstly affects the period and
damping of the structure, and secondly changes the forces in other components of the bridge which results in
change of their required dimensions. Based on this, it can be concluded that a change in cable configuration
will result in change in seismic risk, and a change in construction costs. So it is necessary to thoroughly
investigate the common cable configurations in order to select the optimal option. In this paper, we will try
to perform the seismic design on a cable - stayed bridge with Semi Fan and two other common
configurations. So we will be able to relatively compare the dimensions and costs of three mentioned
schemes. Then, the loss due to probable earthquakes can be obtained for each scheme using the Seismic Risk
Assessment process performed in two steps: Fragility Assessment and Loss Assessment. In the end, by using
the proposed Cost-Loss-Benefit (CLB) method and comparative-financial approach, the construction costs
will be investigated simultaneously along with losses due to probable earthquakes. The CLB method will
determine the optimal cable configuration by defining the Benefit Ratio (BR) as a profitability measure.
Based on BR values, the Fan cable configuration is proposed as the optimal cable configuration for studied
bridge.