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Titlebook: Concrete Structures in Earthquake; Thomas T. C. Hsu Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 Concrete Structure

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發(fā)表于 2025-3-23 13:43:43 | 只看該作者
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發(fā)表于 2025-3-23 17:04:18 | 只看該作者
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發(fā)表于 2025-3-23 20:50:56 | 只看該作者
Research on Resilient Reinforced Concrete Building Structural System,s such as beams, columns, and walls for strength-based design buildings. A series of experimental works show that secondary RC walls could have improved seismic performance for damage reduction by changing configuration and rebar arrangement.
14#
發(fā)表于 2025-3-23 22:52:25 | 只看該作者
The Seismic Strengthening of Concrete Structures by Ultrahigh-Performance Concrete,mising construction materials of high strength and durability with high flow at placing. The jacketing methods using UHPC with/without textile reinforcement to increase sectional area for existing concrete walls and columns are demonstrated seismic strengthening efficiency in strength and ductility by the experimental programs in the paper.
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發(fā)表于 2025-3-24 03:58:43 | 只看該作者
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發(fā)表于 2025-3-24 08:16:08 | 只看該作者
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發(fā)表于 2025-3-24 14:08:48 | 只看該作者
Politics and History in Central Asianforced concrete members are usually dominated by shear behavior due to inadequate reinforcement and low concrete strength. Based on the proposed strut-and-tie models for D-regions, there are two different types of concrete strut: the bottle shape and fan shape. The objective of this study is to pro
18#
發(fā)表于 2025-3-24 17:35:43 | 只看該作者
https://doi.org/10.1007/978-3-031-01554-0evealed that considering the seismic design and progressive collapse design individually for a structure may lead to an undesirable structural performance and unnecessary waste of materials. In this study, two novel concrete frames are proposed to satisfy the demands of both seismic and progressive
19#
發(fā)表于 2025-3-24 21:51:36 | 只看該作者
https://doi.org/10.1007/978-3-031-01554-0l approach to the modeling of reinforced concrete structures. A multilayer shell approach is applied to the modeling of a 1/13 reinforced concrete vessel subjected to cyclic loading. An assessment of the predictive capacity of the proposed model is analyzed through numerical versus experimental data
20#
發(fā)表于 2025-3-25 03:07:30 | 只看該作者
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