DESIGN OF MASONRY INFILLED REINFORCED CONCRETE FRAMES IN DIFFERENT SEISMIC CODES

Publish Year: 1388
نوع سند: مقاله کنفرانسی
زبان: English
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ICCD03_012

تاریخ نمایه سازی: 20 مهر 1387

Abstract:

Masonry infilled reinforced concrete frames are among the most widely used types of buildings in Iran. In the past, masonry infill walls have often been treated as nonstructural elements in buildings, and their effects are not included in the analysis and design procedure. Furthermore, the interaction between infill and frame is usually ignored in the design procedure. Past experience has shown that infill walls have significant positive or negative effects on the global behavior of buildings and, therefore, should be addressed appropriately. This paper reviews and compares analysis and design provisions of this system in various seismic design codes and identifies the most important issues that are related to it. Stiffness, strength, natural period, response reduction factor, irregularities, and effect of openings are among the items discussed in this paper.

Authors

T Mahdi

Assistance professor, Building and Housing Research Centre, Tehran

M Khorramiazar

Expert, Building and Housing Research Centre, Tehran, Iran

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