Eksperimentalno smo raziskali vpliv globine robnega armiranja in povezovanja robne armature s stremeni na potresno odpornost armiranobetonskih sten. Stene, ki so bile armirane z dvema različnima ...količinama robne armature, razporejene vzdolž 10% oz. 15% dolžine stene ter povezane s stremeni na tri različne načine, so bile preiskane pri dveh različnih nivojih osne obremenitve. Povezanost robne armature je izboljšalo duktilnost sten pri višjem nivoju osne obremenitve in manjši količini robne armature. Povečana globina robnega armiranja je povečala duktilnost sten pri večji količini robne armature. Delno sidranje stremen v notranji del stene pa je preprečevalo navpične razpoke in ločevanje robnih delov od notranjega dela stene pri nižji osni obremenitvi in večji količini robne armature.
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