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Quantifying the Effects of Modeling Uncertainty on the Seismic Performance Assessment of a Non-Ductile Reinforced Concrete Masonry-Infilled Frame Structure

机译：量化建模不确定度对非延展岩钢筋混凝土泥瓦型框架结构的地震性能评估的影响

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作者
?Haindl Carvallo, Mathias Christian;
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作者单位

University of California Los Angeles;

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授予单位 University of California Los Angeles;
学科
学位 M.S.
年度 2020
页码 87 p.
总页数 87
原文格式 PDF
正文语种 eng
中图分类
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入库时间 2022-08-17 12:03:23

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2. The impact of modelling uncertainties on the seismic performance assessment of reinforced concrete frame buildings [J] . D. Celarec, M. Dolsek Engineering Structures . 2013,第jula期

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4. SEISMIC RETROFIT OF MASONRY-INFILLED NON-DUCTILE REINFORCED CONCRETE FRAMES USING SPRAYABLE DUCTILE FIBER-REINFORCED CEMENTITIOUS COMPOSITES [C] . Jianming Yao . 2008

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5. Modeling and assessment of seismic performance of composite frames with reinforced concrete columns and steel beams. [D] . Mehanny, Sameh Samir Fahmy. 2000

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6. Deformable Polyurethane Joints and Fibre Grids for Resilient Seismic Performance of Reinforced Concrete Frames with Orthoblock Brick Infills [O] . Theodoros Rousakis, Alper Ilki, Arkadiusz Kwiecien, 2020

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7. Multi-variate seismic demand modelling using copulas:application to non-ductile reinforced concrete frame in Victoria, Canada [O] . Goda, Katsu, Tesfamariam, Solomon 2015

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8. Seismic Resistance of Reinforced Concrete Frame Structures Designed Only forGravity Loads. Part 3. Experimental Performance and Analytical Study of a Structural Model [R] . Bracci, J. M., Reinhorn, A. M., Mander, J. B. 1992

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Quantifying the Effects of Modeling Uncertainty on the Seismic Performance Assessment of a Non-Ductile Reinforced Concrete Masonry-Infilled Frame Structure

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