div class=ts-pagebuttonPage 1button div class=ts-image amp-img class=ts-thumb alt=Page 1: sdvckaistackrsdvckaistackrarticleFCFC90pdf · 2008-03-05 · trol for seismically excited structures that use MR dampers and to compare the performance of the proposed method src=https:reader036vdocumentsfrreader036viewer20220816075ede57c3ad6a402d6669aa39html5thumbnails1jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 2button div class=ts-image amp-img class=ts-thumb alt=Page 2: sdvckaistackrsdvckaistackrarticleFCFC90pdf · 2008-03-05 · trol for seismically excited structures that use MR dampers and to compare the performance of the proposed method src=https:reader036vdocumentsfrreader036viewer20220816075ede57c3ad6a402d6669aa39html5thumbnails2jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 3button div class=ts-image amp-img class=ts-thumb alt=Page 3: sdvckaistackrsdvckaistackrarticleFCFC90pdf · 2008-03-05 · trol for seismically excited structures that use MR dampers and to compare the performance of the proposed method src=https:reader036vdocumentsfrreader036viewer20220816075ede57c3ad6a402d6669aa39html5thumbnails3jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 4button div class=ts-image amp-img class=ts-thumb alt=Page 4: sdvckaistackrsdvckaistackrarticleFCFC90pdf · 2008-03-05 · trol for seismically excited structures that use MR dampers and to compare the performance of the proposed method src=https:reader036vdocumentsfrreader036viewer20220816075ede57c3ad6a402d6669aa39html5thumbnails4jpg width=142 height=106 layout=responsive amp-img divdiv