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Masonry load bearing walls subject to combined axial load and out-of-plane bending

Masonry load bearing walls subject to combined axial load and out-of-plane bending
承受轴向荷载和面外弯曲联合作用的砖石承重墙
批准号:
261813-2008
负责人:
Liu, Yi
金额:
$1.38万
依托单位:
依托单位国家:
加拿大
项目类别:
Discovery Grants Program - Individual
财政年份:
2011
资助国家:
加拿大
项目状态:
已结题
起止时间:
2011-01-01 至 2012-12-31

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中文摘要
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英文摘要
As the most commonly used masonry structural components, masonry load bearing walls are frequently subjected to the action of concentric or eccentric gravity loads in combination with lateral loads due to wind or earthquake. The apparent strength of these members is compromised by a secondary moment caused by the gravity load acting through a deflected shape. Due to the low tensile strength of masonry, this situation is further complicated by tension cracking which leads to variations of effective sectional properties over the member height. The reduction in the load carrying capacity of walls due to secondary effects can be significant and the design of these members has to include the secondary moment effects in a rational way.
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