Rocking response and overturning criteria for free standing rigid blocks to single-lobe pulses

By E. Voyagaki, I. Psycharis, G. Mylonakis. 2013

83 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Geophysics

View Paper: https://www.semanticscholar.org/paper/80e5a010b4eb475091a6b4c1db294b3089d59128

How researchers see this paper

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

In Civil and Structural Engineering

1. T. Paraskeva
2. E. Dimitrakopoulos

In Geophysics

1. E. Dimitrakopoulos
2. T. Paraskeva

Citations in the corpus

• Dimensionless fragility curves for rocking response to near‐fault excitations (2015, background): “[18, 19] offered analytical closed-form solutions for mathematical (pulse-type) ground motion excitations.”
• Complex Response of a Rocking Block to a Full-Cycle Pulse (2014, background): “For unilateral excitations such as half-cycle pulses (Housner 1963; Kirkpatrick 1927; Shi et al. 1996; Voyagaki et al. 2013), if the response angle u exceeds slenderness a, the restoring moment attributable to the self-weight of the block turns into a drivingmoment; response then becomes unstable (t”