Experimental Study on the Mechanical Properties of Horizontally Bolted Joints of Prefabricated Shear Walls
Author:
Funder
Natural Science Foundation of Sichuan
Xihua University educational reform project
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40999-024-00946-5.pdf
Reference26 articles.
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2. Van Der Werff J, Snyder R, Sritharan S, Holombo J (2015) A cost-effective integral bridge system with precast concrete I-girders for seismic application. PCI J 60(5):76–95. https://doi.org/10.15554/pcij.09012015.76.95
3. Yang X, Huang M, Lin F (2019) Research strategies on new prefabricated technology for underground metro stations. Urban Rail Transit 5(3):145–154. https://doi.org/10.1007/s40864-019-0106-z
4. Palermo A, Pampanin S, Marriott D (2007) Design, modeling, and experimental response of seismic resistant bridge piers with posttensioned dissipating connections. J Struct Eng 133(11):1648–1661. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:11(1648)
5. Crisafulli F, Restrepo J (2003) Ductile steel connections for seismic resistant precast buildings. J Earthquake Eng 7(4):541–553. https://doi.org/10.1142/S1363246903001322
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