Laser Scan of King’s College Chapel

A complete laser scan of the interior and exterior of King’s College Chapel has been completed and registered into a single model. We are now progressing with discrete element modelling of portions of the chapel.

           

     
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World Conference on Earthquake Engineering

The following two papers were recently presented at the 15th World Conference on Earthquake Engineering:

  • DeJong MJ, Dimitrakopoulos EG (2012). Equivalent rocking systems: Fundamental rocking parameters, 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
  • Acikgoz MS, DeJong MJ (2012). Characterizing the vulnerability of flexible rocking structures to strong ground motions, 15th World Conference on Earthquake Engineering, Lisbon, Portugal.

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Royal Society Publication

The following paper was recently published in the Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences:

Dimitrakopoulos EG, DeJong MJ (2012). Revisiting the rocking block: Closed form solutions and similarity laws, Proceedings of the Royal Society A, 468(2144), 2294-2318 (doi:10.1098/rspa.2012.0026).

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The paper presents closed form solutions and similarity laws for the rocking block subjected to impulse ground motion. Both overturning and maximum rocking spectra are considered.

Geogrid Reinforced Vaults

Shake table test of two tile masonry vaults. The near vault is unreinforced while the far vault has a single layer of geogrid reinforcing. The large bricks on the extrados are not structural, but were necessary for appropriate mass scaling.

Stone spire under impulse loading

Shake table testing of stone masonry spires under ground acceleration impulses.

Spire damage

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Spire collapse

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Thin Rocking Arch – 1 meter span

Low Frequency Harmonic Ground Motion

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Arch Twisting

During high-frequency ground motion without large impulses, rocking collapse tends not to occur. Instead, hinging induces sliding within the joints over a long duration of loading.

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