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SHEAR STRENGTH AND DEFORMATION CAPACITY OF MORTAR FINISHING EXTERNAL WALL WITH UNIT WALL LENGTH

机译：砂浆整个墙壁长度的砂浆剪切强度和变形能力

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Masato NAKAO; Terusato INOUE; Kazuhiro INAGAKI; Yasunari UMEDA; Toyoshige YAMANAKA; Satoshi KONDOU; Masashi MIYAMURA;
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1. EXPERIMENTAL STUDY ON THE RELATION BETWEEN THE CONDITION OF REMOVEMENT AND THE PRECISION OF DISTINCTION IN THE THERMOGRAPHY METHOD FOR THE EXTERNAL WALL WITH MORTAR FINISH [J] . TADASHI NISHIKAWA 日本建築学会构造系論文集 . 1999,第524期

机译：砂浆外墙热成像方法的去除条件与离散精度关系的实验研究。
2. In-plane shear capacity of tuff masonry walls with traditional and innovative Composite Reinforced Mortars (CRM) [J] . Del Zoppo Marta, Di Ludovico Marco, Balsamo Alberto, Construction and Building Materials . 2019,第JUNa20期

机译：传统和创新的复合增强砂浆（CRM）的凝灰岩砌体墙的面内剪切能力
3. In-plane shear behaviour by diagonal compression testing of brick masonry walls strengthened with basalt and steel textile reinforced mortars [J] . Construction and Building Materials . 2020,第Apra20期

机译：通过玄武岩和钢纤维增强砂浆加固的砖砌墙的对角压缩测试的面内剪切特性
4. Optimum Distribution of Strength in Concrete Frame with Shear Wall Using Theory of Uniform Distribution of Deformations [C] . M. Esmaeil nia Amiri, J. Vaseghi Amiri, J. Jafarian Amiri European Conference on Earthquake Engineering . 2010

机译：使用均匀变形分布理论，剪力墙混凝土框架强度的优化分布
5. Strength and drift capacity of GFRP reinforced concrete shear walls. [D] . Mohamed, Nayera Ahmed Abdel-Raheem. 2013

机译：GFRP钢筋混凝土剪力墙的强度和漂移能力。
6. Finite Element Study on the Shear Capacity of Traditional Joints between Walls Made of AAC Masonry Units [O] . Marcin Kozłowski, Iwona Galman, Radosław Jasiński 2020

机译：AAC砌体单位墙壁之间传统关节剪切能力的有限元研究
7. STUDY ON STRENGTH AND DEFORMATION CAPACITY OF POSTCAST SHEAR WALLS WITHOUT AN OPENING [O] . DAISUKE KATO, HIDEO KATSUMATA, HIROYUKI AOYAMA 1984

机译：没有开口的Postcast剪力墙力量和变形能力研究
8. Influence of Block and Mortar Strength on Shear Resistance of Concrete Block Masonry Walls [R] . Woodward, K. , Rankin, F. 1985

机译：砌块和砂浆强度对混凝土砌块砌体墙体抗剪强度的影响

SHEAR STRENGTH AND DEFORMATION CAPACITY OF MORTAR FINISHING EXTERNAL WALL WITH UNIT WALL LENGTH

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