EVALUATION OF TALL STEEL STRUCTURES WITH DUAL SYSTEM (SMRF&RC SHEAR WALL) IN NEAR-FIELD GROUND MOTIONS BY PERFORMANCE BASED DESIGN METHOD

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TEHRANIZADEH M.; PAHLAVAN Y. A.

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Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2010 | Volume:42 | Issue:2 Page(s): 85-94

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Title

EVALUATION OF TALL STEEL STRUCTURES WITH DUAL SYSTEM (SMRF&RC SHEAR WALL) IN NEAR-FIELD GROUND MOTIONS BY PERFORMANCE BASED DESIGN METHOD

Author(s)

TEHRANIZADEH M. | PAHLAVAN Y. A. | Issue Writer Certificate

Keywords

DUAL SYSTEMQ3

NEAR FIELDQ3

PERFORMANCE BASED DESIGNQ3

NONLINEAR ANALYSESQ3

Abstract

This paper discusses performance of tall steel structures with DUAL SYSTEM (comprised of SMRFs and Intermediate RC shear walls) in near-fault ground motions according to acceptance criteria introduced in FEMA356 and ATC40. Achieving this purpose and in comparison with far-fault ground motions and evaluating acceptability of push-over analyses in PERFORMANCE BASED DESIGN method some nonlinear time history analyses under near-field and far-field records and some nonlinear static analyses are performed. Thereafter acceptance criteria of structures is checked. The results show that despite of appropriate performance of DUAL SYSTEM under far-fault excitations structural performance is not acceptable under near-fault ground motions because of inadmissible story drifts. Deficiency of Iranian code (Standard No.2800) in exhibition of critical load combination for column’s seismic design and inadequacy of push-over analysis in demonstrating tall buildings performance are other results of this study.

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APA: Copy

TEHRANIZADEH, M., & PAHLAVAN Y., A.. (2010). EVALUATION OF TALL STEEL STRUCTURES WITH DUAL SYSTEM (SMRF&RC SHEAR WALL) IN NEAR-FIELD GROUND MOTIONS BY PERFORMANCE BASED DESIGN METHOD. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 42(2), 85-94. SID. https://sid.ir/paper/165516/en

Vancouver: Copy

TEHRANIZADEH M., PAHLAVAN Y. A.. EVALUATION OF TALL STEEL STRUCTURES WITH DUAL SYSTEM (SMRF&RC SHEAR WALL) IN NEAR-FIELD GROUND MOTIONS BY PERFORMANCE BASED DESIGN METHOD. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2010;42(2):85-94. Available from: https://sid.ir/paper/165516/en

IEEE: Copy

M. TEHRANIZADEH, and A. PAHLAVAN Y., “EVALUATION OF TALL STEEL STRUCTURES WITH DUAL SYSTEM (SMRF&RC SHEAR WALL) IN NEAR-FIELD GROUND MOTIONS BY PERFORMANCE BASED DESIGN METHOD,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 42, no. 2, pp. 85–94, 2010, [Online]. Available: https://sid.ir/paper/165516/en

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