Inelastic displacement ratios for evaluation of existing structures

By J. Ruiz-García, Eduardo Miranda. 2003

313 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/7a9796aab1fe2493332adb5471a2e8da9244625e

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. S. Akkar
2. Eduardo Miranda

In Civil and Structural Engineering

1. S. Akkar
2. Eduardo Miranda
3. J. Bommer
4. D. Boore
5. C. Cauzzi
6. E. Faccioli
7. Dimitrios Vamvatsikos
8. J. Ruiz-García

Citations in the corpus

• Statistical Evaluation of Approximate Methods for Estimating Maximum Deformation Demands on Existing Structures (2005, methodology): “Displacement modification factors corresponding to Eq. (19) for an elastic spectrum based on firm soil peak ground acceleration, velocity, and displacement values of 1.0g, 121.92 cm/ s s48 in./ sd, and 91.44 cm s36 in.d, respectively, are shown in Fig. 2. It can be seen that for short period structu”
• Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes (2009, unknown): “Thus, for example, Miranda and his co-workers [7,9,13] focused on the influence of site conditions, while Clough [6] and others [16,17] focused on the influence of the post-yield stiffness on the inelastic displacement ratio.”