Title of article :
Model experimental study on the behaviour of tall staggered wall structures
Author/Authors :
kada, a. structures,geotechnics and risks laboratory,department of civil engineering,faculty of civil engineering and architecture,hassiba benbouali university of chlef,bp 151,route de sendjas,chlef, Algeria , lamri, b. structures,geotechnics and risks laboratory,department of civil engineering,faculty of civil engineering and architecture,hassiba benbouali university of chlef,bp 151,route de sendjas,chlef, Algeria , benlakehal, n. structures,geotechnics and risks laboratory,department of civil engineering,faculty of civil engineering and architecture,hassiba benbouali university of chlef,bp 151,route de sendjas,chlef, Algeria , bouchair, a. clermont université,université blaise pascal,institut pascal,bp 10448,clermont ferrand,france,cnrs,umr 6602,institut pascal,aubière, France
From page :
91
To page :
105
Abstract :
This study investigates the behaviour of tall staggered wall buildings in which the external load bearing walls of the structure is achieved by staggered wall arrangement along the height of the structure. Complete Perspex tall staggered wall structure model is fabricated and the complex model is subjected to static and shaking table vibration tests. Simplifications in the analytical approach are implemented and the final idealized model of the staggered wall structures to predict the behaviour of staggered wall building is analysed. The simplified approach predicted good agreement of deflections with static tests and the shaking table natural frequency results have shown some discrepancies within the normal bond of the experiments.
Keywords :
Model testing , Shake table test , Staggered shear , wall , Static test , Tall building
Journal title :
Asian Journal of Civil Engineering (Building and Housing)
Journal title :
Asian Journal of Civil Engineering (Building and Housing)
Record number :
2526907
Link To Document :
https://search.isc.ac/dl/search/defaultta.aspx?DTC=10&DC=2526907
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