WIT Press


Strong-motion Instrumentation Of Aya Sofya And The Analysis Of Response To An Earthquake Of 4.8 Magnitude

Price

Free (open access)

Volume

4

Pages

16

Published

1993

Size

1,489 kb

Paper DOI

10.2495/STR930071

Copyright

WIT Press

Author(s)

M. Erdik, E. Durukal, B. Yuzugullu, K. Beyen & U. Kadakal

Abstract

Strong-motion instrumentation of Aya Sofya and the analysis of response to an earthquake of 4.8 magnitude M. Erdik, E. Durukal, 6. Yiiziigullii, K. Beyen, U. Kadakal Bogazigi University, Kandilli Observatory and Earthquake Research Institute, Department of Earthquake Engineering, 81220 Qengelkoy, Istanbul, Turkey ABSTRACT The earthquake response of the Aya Sofya is analyzed on the basis of the strong motion data recorded by the accelerometer network installed on the structure. The modal vibration frequencies and the mode shapes obtained through the use of empirical transfer functions are compared to those based on the ambient vibration survey and the analytical finite element studies. INTRODUCTION Dedicated in 537, after five years of construction, Aya Sofya has been an inspiring architectural and engineering marvel throughout the ages [1, 2]. The Anatolian architects, Anthemius of Tralles (today Aydm) and Isodorus of Miletus (today Milet) created a buil

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