CONTENTS
Volume 2, Number 2, 2011
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An assessment of code designed, torsionally stiff, asymmetric steel buildings under strong earthquake excitations
M.T. Kyrkos and S.A. Anagnostopoulos
Abstract | Full Text (9.09 MB)
pages 109-126.
DOI: 10.12989/eas.2011.2.2.109
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Improved earthquake resistant design of torsionally stiff asymmetric steel buildings
M.T. Kyrkos and S.A. Anagnostopoulos
Abstract | Full Text (9.68 MB)
pages 127-147.
DOI: 10.12989/eas.2011.2.2.127
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Dynamic response of adjacent structuresconnected by friction damper
C.C. Patel and R.S. Jangid
Abstract | Full Text (6.90 MB)
pages 149-169.
DOI: 10.12989/eas.2011.2.2.149
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Scaling of design earthquake ground motions for tall buildings based on drift and input energy demands
I. Takewaki and H. Tsujimoto
Abstract | Full Text (2.41 MB)
pages 171-187.
DOI: 10.12989/eas.2011.2.2.171
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System identification of highway bridges from ambient vibration using subspace stochastic realization theories
Md. Rajab Ali and Takatoshi Okabayashi
Abstract | Full Text (4.61 MB)
pages 189-206.
DOI: 10.12989/eas.2011.2.2.189