Study on Seismic Damage Model of Post-installed Connection Between Steel and Concrete

Author:

Xie Qun,Xue Song,Xu Lei

Funder

The Natural Science Foundation in Shandong Province of China

The Education Foundation for Scientific and Technological Projects in Colleges and Universities in Shandong Province of China

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference44 articles.

1. Hoehler MS, Mahrenholtz P, Eligehausen R (2011) Behavior of anchors in concrete at seismic-relevant loading rates. ACI Struct J 108:238–248

2. Delhomme F, Roure T (2015) Static and cyclic pullout behavior of cast-in-place headed and bonded anchors with large embedment depths in cracked concrete. Nucl Eng Des 287:139–150

3. Wang DP, Wu DS (2015) Behavior of post-installed large-diameter anchors in concrete foundations. Constr Build Mater 95:124–132

4. Sadeghi K, Nouban F (2017) Global and local cumulative damage models for reinforced concrete structures subjected to monotonic, cyclic, or fatigue loading. Int J Civ Eng 15:1–13

5. Shiradhonkar S, Sinha R (2012) Seismic damage index for classification of structural damage-closing the loop. In: Proceedings of the fifteenth world conference on earthquake engineering, Lisboa, Portugal

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