THE ASSESSMENT AND COMPARISON OF NEAR-SOURCE AND FAR-SOURCE GROUND MOTIONS EFFECTS WITH THE DESIGN SPECTRUM OF STANDARD 2800

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NICKNAM A.; KAZEMI M.T.; NICKNAM A.

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Paper Information

Journal: JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY Year:2008 | Volume:1 | Issue:2 Page(s): 71-79

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Title

THE ASSESSMENT AND COMPARISON OF NEAR-SOURCE AND FAR-SOURCE GROUND MOTIONS EFFECTS WITH THE DESIGN SPECTRUM OF STANDARD 2800

Author(s)

NICKNAM A. | KAZEMI M.T. | NICKNAM A. | Issue Writer Certificate

Keywords

PERFORMANCE POINTQ2

FAR AND NEAR SOURCE EARTHQUAKESQ3

COMPATIBILITY OF ACCELERATIONQ3

STRUCTURE MECHANISMQ3

Abstract

It is quite postulated that the seismic characteristics of acceleration time history recorded at stations near epicenter differ, considerably, from those of far stations either in frequency contents or PGA. This difference has not been considered in Iranian Standard No. 2800. Therefore, the necessity of more research work seems to be of importance. The objectives of this paper are the comparison and assessment of performance of reinforced concrete structures with MRF system built on soils type II subjected to near source as well as far source site specific response spectra obtained from a Probabilistic Seismic Hazard Analysis (PSHA). Calculation of the PERFORMANCE POINT (PP) of moment resisting R/C structures having 2, 4, 6 and 10 stories and comparing their structural responses such as drift with those of Iranian Standard No. 2800 is another goal of this study. It is notable that the directivity effect, as an important factor in the near source problems, is considered. The effects of such important factors on structural responses of special R/C structures (SMRF) are demonstrated and discussed by analyzing four types of R/C structures subjected to near source acceleration (Bam station) and far source acceleration (Darmazar station). The compatibility of selected accelerations with estimated site response spectra as well as those of Standard No. 2800 obtained from near and far sources is studied and assessed as the results of this research work.

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APA: Copy

NICKNAM, A., KAZEMI, M.T., & NICKNAM, A.. (2008). THE ASSESSMENT AND COMPARISON OF NEAR-SOURCE AND FAR-SOURCE GROUND MOTIONS EFFECTS WITH THE DESIGN SPECTRUM OF STANDARD 2800. JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY, 1(2), 71-79. SID. https://sid.ir/paper/199435/en

Vancouver: Copy

NICKNAM A., KAZEMI M.T., NICKNAM A.. THE ASSESSMENT AND COMPARISON OF NEAR-SOURCE AND FAR-SOURCE GROUND MOTIONS EFFECTS WITH THE DESIGN SPECTRUM OF STANDARD 2800. JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY[Internet]. 2008;1(2):71-79. Available from: https://sid.ir/paper/199435/en

IEEE: Copy

A. NICKNAM, M.T. KAZEMI, and A. NICKNAM, “THE ASSESSMENT AND COMPARISON OF NEAR-SOURCE AND FAR-SOURCE GROUND MOTIONS EFFECTS WITH THE DESIGN SPECTRUM OF STANDARD 2800,” JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY, vol. 1, no. 2, pp. 71–79, 2008, [Online]. Available: https://sid.ir/paper/199435/en

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