Parametric investigation of the stability of classical columns under harmonic and earthquake excitations
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- Type
- article
- Published
- 2000-08-01
- Cited by
- 189
- References
- 13
- OpenAlex
- https://openalex.org/W1968967706
- Semantic Scholar
- https://api.semanticscholar.org/CorpusID:109017000
Keywords
Parametric statistics, Harmonic, Instability, Amplitude, Structural engineering
References
- Rocking response of rigid blocks to earthquakes
- Dynamic Analysis of a Stone Column Excited by a Sine Wave Ground Motion
- Dynamics of Structures on Two‐Spring Foundation Allowed to Uplift
- Dynamic behaviour of rocking two-block assemblies
- Seismic response of classical monuments-a numerical perspective developed at the Temple of Apollo in Bassae, Greece
- Barrier Crossing Due to Transient Excitation
- Rocking of slender rigid bodies allowed to uplift
- Rocking of Rigid Blocks Due to Harmonic Shaking
- The behavior of inverted pendulum structures during earthquakes
- On the dynamic response of rigid body assemblies
- Motions of rigid bodies and criteria for overturning by earthquake excitations
- HARMONIC ROCKING OF RIGID BLOCK ON FLEXIBLE FOUNDATION
- A computer model for simulating progressive, large-scale movements in blocky rock systems
- Upthrow of objects due to horizontal impulse excitation
- A computer model for simulating progressive, large-scale movements in blocky rock systems
- Summary for Policymakers
Cited by
- Lateral Stiffness of Unreinforced Masonry Circular Columns under Cracked Conditions
- Seismic protection of monuments using particle dampers in multi-drum columns
- The Effect of Classical Order on the Seismic Behavior of Ancient Masonry Columns
- Seismic engineering of monuments
- Seismic assessment strategies for masonry structures
- Parametric Architectural Design Solutions – Some Observed Difficulties of Application
- Collapse analysis of unreinforced masonry domes and curving walls
- The development of material-adapted structural form
- On the modal incremental dynamic analysis of reinforced concrete structures, using a trilinear idealization model
- Earthquake Stability of Columns and Statues
- Seismic test of a full‐scale model of a five‐storey stone pagoda
- Numerical study on the dynamic behavior of masonry columns and arches on buttresses with the discrete element method
- Planar investigation of the seismic response of ancient columns and colonnades with epistyles using a custom-made software
- Implementation of configuration dependent stiffness proportional damping for the dynamics of rigid multi-block systems
- Centrifuge modelling for evaluation of seismic behaviour of stone masonry structure
- Evaluation of modal incremental dynamic analysis, using input energy intensity and modified bilinear curve
- Overturning of rocking rigid bodies under transient ground motions
- Numerical simulation of masonry shear panels with distinct element approach
- A passive control methodology for seismic safety enhancement of monumental structures
- Structural Control of Monuments' Response under Sinusoidal Excitation Using Particle Dampers
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