1D WAVE PROPAGATION ANALYSIS AND SHEAR-WAVE VELOCITY EXTRACTION OF SUPER HIGH-RISE BUILDINGS BASED ON VERITICAL MICROTREMOR OBSERVATION ARRAY

Author:

WANG Xin1,MASAKI Kazuaki2,IRIKURA Kojiro3,MOTOSAKA Masato4,HISADA Yoshiaki5

Affiliation:

1. Assist. Prof., Irides, Tohoku Univ., Dr.Eng.

2. Prof., Dept. of Urban Environment, Aichi Institute of Technology, Dr.Eng.

3. Prof., DPREC, Aichi Institute of Technology, Dr.Sci.

4. Prof., Irides, Tohoku Univ., Dr.Eng.

5. Prof., Dept. of Architecture, Kogakuin University, Dr.Eng.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference8 articles.

1. 1) Y. Hisada, T. Yamashita, M. Murakami, T. Kubo, and T. Arata : Seismic response and damage of high-rise buildings in Tokyo, Japan, during the 2011 Tohoku Earthquake, WCEE15.

2. 7) Kanai, K. (1965). Some new problems of seismic vibrations of a structure, Proceedings of the Third World Conference on Earthquake Engineering, Auckland and Wellington, New Zealand, 22 January-1 February, II-260‐II-275,1965.

3. 8) Şafak, E. : Wave propagation formulation of seismic response of multistory buildings, J. Struct. Eng., ASCE, 125:426-437, 1999.

4. 9) Snieder, R., and Şafak, E. : Extracting the building response using interferometry: theory and applications to the Millikan Library in Pasadena, California, Bull. Seismol. Soc. Am. 96, no. 2, pp. 586-598, 2006.4

5. 10) X. Wang, K. Masaki, and K. Irikura, Quantitative damage criteria of severely-damaged masonry buildings during the 2008 Wenchuan earthquake from microtremor records, the 15th World Conference on Earthquake Engineering, 24 to 28 September 2012, Lisbon, Portugal.

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