CONSIDERING OF INFLUENCE THE MASONRY INFILLES ON SEISMIC BEHAVIOR OF REINFORCED CONCRETE BUILDINGS

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SHOUSHTARI AHMAD; SAMIEI A.A.F.

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Paper Information

Journal: MODARES TECHNICAL AND ENGINEERING Year:2007 | Volume:- | Issue:29 (SPECIAL ISSUE ON CIVIL ENGINEERING) Page(s): 31-50

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Title

CONSIDERING OF INFLUENCE THE MASONRY INFILLES ON SEISMIC BEHAVIOR OF REINFORCED CONCRETE BUILDINGS

Author(s)

SHOUSHTARI AHMAD | SAMIEI A.A.F. | Issue Writer Certificate

Keywords

MASONRY INFILLQ3

INFILLED FRAMEQ3

REINFORCED CONCRETE BUILDINGSQ2

MODE1INGQ2

SEISMIC BEHAVIORQ3

Abstract

Buildings in Iran are usually designed without considering the effects of INFILLED FRAMEs on SEISMIC BEHAVIOR. As it was seen in the past earthquakes, existence of INFILLED FRAMEs results in more stiffened buildings and therefore they show different responses to ground excitation. The iranian code for seismic resistant design recommends decreasing just 20% of the fundamental period of buildings. Obviously, based on number and type of INFILLED FRAMEs and their configuration, this recommendation cannot apply to all cases. In this paper, after investigating the recommendation of Iranian code for seismic resistant design of buildings with INFILLED FRAMEs, the SEISMIC BEHAVIOR of two types of REINFORCED CONCRETE BUILDINGS designed on the basis of Iranian code has been evaluated. Using nonlinear static and dynamic analyses, with modeling of INFILLED FRAMEs, the SEISMIC BEHAVIOR of buildings with and without INFILLED FRAMEs have been evaluated and compared. Results show that the influence of MASONRY INFILLed frames on SEISMIC BEHAVIOR of REINFORCED CONCRETE BUILDINGS is not negligible, and based on configuration of INFILLED FRAMEs, the type and stiffness of infilled panels, some points must be considered in analysis and design.

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APA: Copy

SHOUSHTARI, AHMAD, & SAMIEI, A.A.F.. (2007). CONSIDERING OF INFLUENCE THE MASONRY INFILLES ON SEISMIC BEHAVIOR OF REINFORCED CONCRETE BUILDINGS. MODARES TECHNICAL AND ENGINEERING, -(29 (SPECIAL ISSUE ON CIVIL ENGINEERING)), 31-50. SID. https://sid.ir/paper/25125/en

Vancouver: Copy

SHOUSHTARI AHMAD, SAMIEI A.A.F.. CONSIDERING OF INFLUENCE THE MASONRY INFILLES ON SEISMIC BEHAVIOR OF REINFORCED CONCRETE BUILDINGS. MODARES TECHNICAL AND ENGINEERING[Internet]. 2007;-(29 (SPECIAL ISSUE ON CIVIL ENGINEERING)):31-50. Available from: https://sid.ir/paper/25125/en

IEEE: Copy

AHMAD SHOUSHTARI, and A.A.F. SAMIEI, “CONSIDERING OF INFLUENCE THE MASONRY INFILLES ON SEISMIC BEHAVIOR OF REINFORCED CONCRETE BUILDINGS,” MODARES TECHNICAL AND ENGINEERING, vol. -, no. 29 (SPECIAL ISSUE ON CIVIL ENGINEERING), pp. 31–50, 2007, [Online]. Available: https://sid.ir/paper/25125/en

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