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Wall‐slab joint parameter identification of a reinforced concrete structure using possibly corrupted modal data

机译：使用可能损坏的模态数据钢筋混凝土结构的壁板联合参数识别

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Hugo Oliveira; François Louf; Estelle Hervé‐Secourgeon; Fabrice Gatuingt;
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1. Shear strength of joints between reinforced concrete slabs and steel-plate-concrete walls [J] . Lee Kyung-Jin, Hwang Kyeong-Min, Hahm Kyung-Won, Proceedings of the Institution of Civil Engineers . 2018,第SB10期

机译：钢筋混凝土板与钢板混凝土墙之间的接缝抗剪强度
2. Cyclic testing and analysis of a full-scale cast-in-place reinforced concrete wall-slab-wall structure [J] . Brunesi E., Peloso S., Pinho R., Bulletin of earthquake engineering . 2018,第10期

机译：全尺寸钢筋混凝土墙板结构的循环测试与分析
3. Cyclic testing and analysis of a full-scale cast-in-place reinforced concrete wall-slab-wall structure [J] . Brunesi E., Peloso S., Pinho R., Bulletin of earthquake engineering . 2018,第10期

机译：全尺寸钢筋混凝土墙板结构的循环测试与分析
4. US 41 over North Creek; FRP Reinforced Concrete Two-Span Flat Slab Bridge and CFRP-Prestressed Concrete/GFRP Reinforced Substructure and Bulkhead Wall System [C] . Joseph Losaria, Steven Nolan, Andra Diggs Ⅱ, Conference on Field Applications of Non-Conventional Reinforcing and Strengthening Methods for Bridges and Structures . 2020

机译：美国41克罗克; FRP钢筋混凝土双跨平板桥和CFRP预应力混凝土/ GFRP增强子结构和舱壁墙系统
5. Design methodology for composite structures consisting of reinforced hollow brick walls and concrete beams connected at a joint with flashing and subject to in-plane bending. [D] . McCall, John Kennedy. 1996

机译：复合结构的设计方法，该复合结构包括加筋的空心砖墙和混凝土梁，混凝土梁通过接缝处连接并带有防水板并受到面内弯曲。
6. Structural Safety Evaluation of Precast Prestressed Concrete Deck Slabs Cast Using 120-MPa High-Performance Concrete with a Reinforced Joint [O] . Jae-Hyun Bae, Hoon-Hee Hwang, Sung-Yong Park 2019

机译：用120 MPa高性能钢筋混凝土浇筑的预制预应力混凝土桥面板的结构安全性评估
7. Experimental research on modal parameter identification of 100-meter fully-grouted reinforced-block masonry shear wall structure [O] . Yan Zhao, Siyuan Chen, Huaming Li, 2018

机译：100米全灌浆加固砌块砌体剪力墙结构模态参数鉴定的实验研究

Wall‐slab joint parameter identification of a reinforced concrete structure using possibly corrupted modal data

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