An Enhanced Procedure for Seismic Monitoring of Damaged Complex R.C. Structures

Abstract:

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This paper presents the computational methodology for monitoring the performance of a damaged structure, this taking account of the deterioration revealed during the quality inspection aimed at ensuring the seismic serviceability. Several models have been considered in the analysis, the non-damaged and respectively damaged shear-wall structure in order to determine the degree of serviceability, the strength and stability of this edifice. The performance of the final proposed model after considering the rehabilitation is analyzed comparatively to the new and damaged structural model.

Info:

Periodical:

Key Engineering Materials (Volumes 306-308)

Edited by:

Ichsan Setya Putra and Djoko Suharto

Pages:

217-222

DOI:

10.4028/www.scientific.net/KEM.306-308.217

Citation:

G. M. Atanasiu and N. Curcudel, "An Enhanced Procedure for Seismic Monitoring of Damaged Complex R.C. Structures", Key Engineering Materials, Vols. 306-308, pp. 217-222, 2006

Online since:

March 2006

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Price:

$35.00

[1] G. M. Atanasiu: Structural Dynamics, A. A. Balkema Publisher (2002), p.125.

[2] P100/92: Normativ pentru proiectarea antiseismica a construcŃiilor de locuinŃe social-culturale, agrozootehnice şi industriale (MLPAT, Romania 1992).

[3] P85/96: Cod pentru proiectarea construcŃiilor cu pereŃi structurali din beton armat (MLPAT, Romania 1996).

[4] G. M. Atanasiu: Information processing for damage assessment (Al. I. Cuza. University of Iasi Publishing House, Romania 1999).

[5] G. M. Atanasiu, N. Curcudel: Proc. of the 2004 Int. Conf. on Comp. & Exp. Eng. & Sciences Madeira, Portugal (Tech Science Press, U.S.A. 2004).

[6] P2/86: Normativ privind alcatuirea, calculul si executarea structurilor din zidarie (IPCT, Romania 1986).

[7] STAS 10107/0-90: Calculul şi alcătuirea elementelor din beton, beton armat şi beton precomprimat (MLPAT, Romania 1990).

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