Multi-hazard Damage Analysis of Self-centering Versus Monolithic Bridge Columns Subjected to Combined Seismic and Impact Loading
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-3362-4_62
Reference15 articles.
1. Zhang XH, Hao H, Li C (2018) Multi-hazard resistance capacity of precast segmental columns under impact and cyclic loading. Int J Protective Struct 9(1):24–43
2. Zhang XH, Hao H, Li C (2016) Experimental investigation of the response of precast segmental columns subjected to impact loading. Int J Impact Eng 95:101–124
3. Sun ZG, Zhao TX, Shi Y (2019) Research on numerical modeling for rocking self-centering bridge piers. J Basic Sci Eng 27(6):1357–1369 (in Chinese)
4. Do TV, Pham TM, Hao H (2018) Impact response and capacity of precast concrete segmental versus monolithic bridge columns. J Bridg Eng 24(6):04019050
5. Fan W, Liu B, Huang X (2019) Efficient modeling of flexural and shear behaviors in reinforced concrete beams and columns subjected to low-velocity impact loading. Eng Struct 195(15):22–50
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