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Titlebook: Advances in Construction Materials and Structures; Select Proceedings o Jaganathan Jayaprakash,Kok Keong Choong,Mohammed P Conference proce

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51#
發(fā)表于 2025-3-30 10:41:54 | 只看該作者
52#
發(fā)表于 2025-3-30 14:57:16 | 只看該作者
53#
發(fā)表于 2025-3-30 18:23:22 | 只看該作者
https://doi.org/10.1007/978-3-662-13286-9he result shows that the specimen with SFGAC attained better impact strength than the CFRC specimen. Consequently, based on the annotations, a novel SFGAC is a tough competitor for various applications owing to effortlessness production technique with higher impact strength.
54#
發(fā)表于 2025-3-30 21:50:55 | 只看該作者
Conference proceedings 2021CON 2019). The contents cover various latest developments and emerging technologies in sustainable construction materials, utilization of waste materials in concrete, special concrete, maintenance of heritage structures, earthquake engineering, and structural dynamics. The book also provides effecti
55#
發(fā)表于 2025-3-31 02:25:04 | 只看該作者
56#
發(fā)表于 2025-3-31 09:02:40 | 只看該作者
W. A. de Voogd van der Straatenr edge column at the centre of the edge solid region. The punching shear capacity of slabs having their edge column by the free edge was observed to be in average 19% lower than those with column located at the centre of edge solid region. Furthermore, it was also observed that the punching capacity decreased as the moment increased.
57#
發(fā)表于 2025-3-31 11:20:00 | 只看該作者
58#
發(fā)表于 2025-3-31 15:10:28 | 只看該作者
59#
發(fā)表于 2025-3-31 19:46:20 | 只看該作者
60#
發(fā)表于 2025-4-1 01:40:07 | 只看該作者
From Ancient to Modern Sustainable Concretes were weak column strong beam specimen. All the specimens were tested up to failure under reversed cyclic loading. The hysteretic curves of the specimen were then plotted. The results show that the strong column–weak beam–column joint exhibits increased strength, stiffness, energy dissipation and composite action until failure.
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