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Sample Essay on Displacement-Based Design

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Sample Essay on Displacement-Based Design

Regions that experience earthquakes require the construction of strong structures necessitating civil engineers to come up with various designs. The displacement-based design method (DBD) started early in the 19th century as a way of designing structures that can predict the state of damage of structures. Engineers use this design because it helps to construct strong structural walls and buildings using concrete in countries that experience frequent and severe earthquakes.

Engineers use DBD within the performance-based design (PBD), as it reduces the damages caused by earthquakes motions. It is because the DBD are excellent in the prediction of the damage states caused on structures (Hawileh 294). The civil engineers calculate to obtain the ductility and the effects of the rotation of the structures when there is an external force such as seismic loads.

The DBD uses a procedure that is developed for Multi-Degree-of-Freedom Systems that reacts against the effects of higher modes. It does not put into consideration the impact of the rotational force of inertia due to the mass of the structural system ((Shedid & El-Dakhakhni 154). The procedure of DBD is as follows:

  • Defining the objectives of the performance according to the demand by seismic and the level of performance
  • Determine the geometric dimensions of the structural wall by assuming the original strength ratio, the reinforcement on longitudes and horizontal strength. Engineers anticipate the regions of high stress by compression.
  • Determine the flexural capacity of the structure.
  • Generate the three degrees of freedom(DOF ) system that considers the higher modes effects
  • Calculate the displacement ductility capacity of the structure.
  • Determine the demand of the displacement ductility for the anticipated level of seismic hazard.
  • Defining the last geometry and reinforcement to fulfil the needed demand for the levels of performance. This should consider the higher modes effects.
Work Cited

Hawileh, R., Saqan, E., & Abdalla, J. (2013). “Simplified Optimum Design Procedure for Special Unbonded Posttensioned Split Precast Shear Walls.” Journal Of Structural Engineering, 139(2), 294-299

Shedid, M., & El-Dakhakhni, W. (2014). “Plastic Hinge Model and Displacement-Based Seismic Design Parameter Quantifications for Reinforced Concrete Block Structural Walls.” Journal Of Structural Engineering, 140(4).

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