Shaking table experimental study on pounding between adjacent structures founded on different soil types
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference61 articles.
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4. Effect of ground motion directionality on the seismic response of base isolated buildings pounding against adjacent structures;Mavronicola;Eng Struct,2020
5. The 1985 mexico earthquake;Rosenblueth;Concr Int,1986
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1. Comprehensive Review on Seismic Pounding Between Adjacent Buildings and Available Mitigation Measures;Archives of Computational Methods in Engineering;2024-04-30
2. Using viscoelastic materials to mitigate earthquake-induced pounding between adjacent frames with unequal height considering soil-structure interactions;Soil Dynamics and Earthquake Engineering;2023-09
3. Effective Equations for the Optimum Seismic Gap Preventing Earthquake-Induced Pounding between Adjacent Buildings Founded on Different Soil Types;Applied Sciences;2023-08-28
4. The dynamic response of adjacent structures with the shallow foundation of different height and distance on liquefiable saturated sand;EARTHQ STRUCT;2023
5. Investigation of Pounding between Two Adjacent Building Models with Experimental Methods;Turkish Journal of Civil Engineering;2023-07-01
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