Aspects affecting the nonlinear behavior of precast prestressed hollow‐core units failing in shear

Author:

Sarkis Ana I.1ORCID,Büker Frank2ORCID,Sullivan Timothy J.1,Elwood Kenneth J.2,Brunesi Emanuele3ORCID,Hogan Lucas S.2

Affiliation:

1. Department of Civil and Natural Resources Engineering University of Canterbury Christchurch New Zealand

2. Department of Civil and Environmental Engineering University of Auckland Auckland New Zealand

3. Department of Construction and Infrastructure Fondazione Eucentre Pavia Italy

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Data-driven shear strength predictions of prestressed concrete hollow-core slabs;Journal of Building Engineering;2024-10

2. Cyclic performance of precast hollow core slab to beam connections using innovative assembling technique;Soil Dynamics and Earthquake Engineering;2024-08

3. Static Load Test on Progressive Collapse Resistance of Precast Prestressed Hollow Core Slabs;Journal of Structural Engineering;2023-09

4. Assessment of the torsional behaviour of hollow core slabs;Bulletin of the New Zealand Society for Earthquake Engineering;2023-06-01

5. Investigating the Effect of Bending on the Seismic Performance of Hollow-Core Flooring;International Journal of Concrete Structures and Materials;2023-03-09

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