Performance-Based Seismic Evaluation of Historical Buildings

Article Preview

Abstract:

In this paper, limit state criteria for safety evaluation of historical buildings according to different target period of usage were introduced briefly. The effect of beam-column connection and the contribution of bricks surrounded columns and infill masonry walls on the seismic behavior of the historical buildings were identified based on calculation results. Main features of performance-based seismic evaluation method, including classification of importance of historical buildings, determination of target period of usage and performance index, were discussed. An engineering project was discussed to illustrate the evaluation procedures, and verify the effectiveness of the evaluation method.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 133-134)

Pages:

1259-1264

Citation:

Online since:

October 2010

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2010 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Determan, L M, and Miyamoto, K (2006).

Google Scholar

[2] FEMA356, Prestandard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency, Washington, D.C. November, (2000).

Google Scholar

[3] Gao, X W, L, H, and Xiao, W et al (1997). Discussion on several problems of engineering aseismic level., China Civil Engineering Journal, 30(6), 52-59. (in Chinese).

Google Scholar

[4] Gu, X L, Xu, Y, and Zhang, W P (2004). Safety analysis of structural members of existing buildings., Journal of Building Structures, 25(6), 117-122. (in Chinese).

Google Scholar

[5] Jiang, L X, Hu, S L, and Zhu, C M (2005). Safety and seismic appraisal of the bank of China building at the bund of Shanghai., Building Structure, 35(3), 3-6. (in Chinese).

Google Scholar

[6] SEAOC. Vision 2000, Performance-based seismic engineering of buildings. Structural Engineers Association of California, Sacramento, California, (1995).

Google Scholar

[7] Seismic evaluation report of Bund 18 in Shanghai. Inspection Institute for Buildings, Tongji University, 2003. (in Chinese).

Google Scholar

[8] Sun, B (2006). Structural performance degrading and seismic evaluation of existing reinforced concrete structures. " Ph. D. Dissertation. Xi, an University of Architecture and Technology. (in Chinese).

Google Scholar