Probabilistic Analysis of Unreinforced Brick Masonry Walls Subjected to Horizontal Bending
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نوع المصدر |
مقال
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بيانات التأليف |
Vaculik, Jaroslav (Author)
Griffith, Michael C. (Author)
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بيانات الدورية المصدر |
العنوان:
Journal of Engineering Mechanics
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رقم المجلد/ العدد: 2017/AUG V.143 N.8
رقم الإستدعاء: 620.1005 JEM الموقع: Periodicals & References Hall - 2nd floor
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الوصف المادي |
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رأس الموضوع/ الواصفات |
Engineering
(39711)
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المستخلص |
Unreinforced masonry walls subjected to out-of-plane horizontal bending can fail by two alternate modes: stepped failure along the brick-mortar bond, or line failure cutting directly through the bricks. Because of random variations in material properties throughout a panel and the tendency for failure to occur across the weaker elements, vertical cracks will generally exhibit a combination of the two modes. This paper develops a pair of analytical methodologies that treat this phenomenon using a stochastic approach....
المستخلص الكامل
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| المزيد من المقالات من
الدورية:
Journal of Engineering Mechanics
(1052)
العدد: 2017/AUG V.143 N.8
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