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Comparison of the Ultimate Load Carrying Capacity of Laterally Restrained/Unrestrained, Reinforced/Unreinforced Cement Mortar Model Beams and Two Way Panels

机译：横向约束/无约束，增强/非增强水泥砂浆模型梁和双向板的极限承载力比较

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This report describes beams and panels used, their composition and reinforcement, methods of test and reports fully the data obtained.

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作者
C. F. Millington;
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年度 1966
页码 1-161
总页数 161
原文格式 PDF
正文语种 eng
中图分类工业技术;
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4. Load Carrying Capacity and Failure Mode of 3D Printing Mortar Wall Panel Under Axial Compression Loading [C] . Patiphat Jiramarootapong, Lapyote Prasittisopin, Chalermwut Snguanyat RILEM International Conference on Concrete and Digital Fabrication . 2020

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5. Non-destructive evaluation of gravity load carrying capacity and lateral load damage of reinforced concrete slab-column connections. [D] . Argudo, Jaime Fernando. 2006

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6. Influence of Recycled High-Performance Aggregate on Deformation and Load-Carrying Capacity of Reinforced Concrete Beams [O] . Barbara Sadowska-Buraczewska, Danuta Barnat-Hunek, Małgorzata Szafraniec 2020

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Comparison of the Ultimate Load Carrying Capacity of Laterally Restrained/Unrestrained, Reinforced/Unreinforced Cement Mortar Model Beams and Two Way Panels

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