A PROPOSED PROCEDURE FOR NONLINEAR SITE RESPONSE EVALUATION ON STRONG GROUND MOTION DURING ARDABIL EARTHQUAKE (28 FEB. 1997), BY USING “ABBAS CONVERTER” COMPUTER CODE

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ABBASZADEH SHAHRI ABBAS; ESFANDIARI BIJAN; BEHZADAFSHAR KATAYOUN

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Journal: JOURNAL OF THE EARTH Year:2010 | Volume:5 | Issue:1 (SPECIAL EDITION) Page(s): 1-21

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Title

A PROPOSED PROCEDURE FOR NONLINEAR SITE RESPONSE EVALUATION ON STRONG GROUND MOTION DURING ARDABIL EARTHQUAKE (28 FEB. 1997), BY USING “ABBAS CONVERTER” COMPUTER CODE

Author(s)

ABBASZADEH SHAHRI ABBAS | ESFANDIARI BIJAN | BEHZADAFSHAR KATAYOUN | Issue Writer Certificate

Keywords

NONLINEAR SITE RESPONSEQ3

STRONG GROUND MOTIONQ3

IRAN RAILWAY NET WORKQ3

Abstract

In this paper a case study on ground response analysis of a site in Miyaneh region during the Ardabil earthquake (28 Feb. 1997, Mw 6.1) is presented. The Miyaneh city and its suburban areas are located in the Northwest of Iran in Eastern Azarbayjan province. This area is prone to high seismic risk due to the presence of several active faults. Subsurface soils subjected to strong motion exhibit significant nonlinear behavior. For site characterization, deep site investigations have been undertaken, and a seismic geotechnical procedure for the proposed bridge over the rivers at mentioned site which is performed for Iran railway network, subjected to earthquake provokes has been notified. The effect of nonlinearity on site response analysis for the selected site with assumption of elastic and rigid (viscoelastic) half space bedrock by using of standard hyperbolic model nonlinear approach was evaluated and the results of them were compared to each other. Test of the capability of designed computer code by authors, namely as “Abbas Converter”, description and evaluating the nonlinearity of the subsurface soil conditions encountered at the sites to analyze, evaluate the obtained test, site response and quantify the site effect on the surface over a number of geotechnical areas were the targets of this study. The results clearly showed that the effect of bedrock and local soil conditions on soil behavior under the studied area is one of the main effective factors on computed response spectra in ground response prediction. The key factor in this work was to develop and use “Abbas Converter”. It is worked and installed so quickly, operated as a logic connecter function between the used softwares. Therefore, it can make and render the study easier than previous have done, and take over the encountered problems.

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APA: Copy

ABBASZADEH SHAHRI, ABBAS, ESFANDIARI, BIJAN, & BEHZADAFSHAR, KATAYOUN. (2010). A PROPOSED PROCEDURE FOR NONLINEAR SITE RESPONSE EVALUATION ON STRONG GROUND MOTION DURING ARDABIL EARTHQUAKE (28 FEB. 1997), BY USING “ABBAS CONVERTER” COMPUTER CODE. JOURNAL OF THE EARTH, 5(1 (SPECIAL EDITION)), 1-21. SID. https://sid.ir/paper/192940/en

Vancouver: Copy

ABBASZADEH SHAHRI ABBAS, ESFANDIARI BIJAN, BEHZADAFSHAR KATAYOUN. A PROPOSED PROCEDURE FOR NONLINEAR SITE RESPONSE EVALUATION ON STRONG GROUND MOTION DURING ARDABIL EARTHQUAKE (28 FEB. 1997), BY USING “ABBAS CONVERTER” COMPUTER CODE. JOURNAL OF THE EARTH[Internet]. 2010;5(1 (SPECIAL EDITION)):1-21. Available from: https://sid.ir/paper/192940/en

IEEE: Copy

ABBAS ABBASZADEH SHAHRI, BIJAN ESFANDIARI, and KATAYOUN BEHZADAFSHAR, “A PROPOSED PROCEDURE FOR NONLINEAR SITE RESPONSE EVALUATION ON STRONG GROUND MOTION DURING ARDABIL EARTHQUAKE (28 FEB. 1997), BY USING “ABBAS CONVERTER” COMPUTER CODE,” JOURNAL OF THE EARTH, vol. 5, no. 1 (SPECIAL EDITION), pp. 1–21, 2010, [Online]. Available: https://sid.ir/paper/192940/en

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