Numerical Investigation and Parametric Analysis of Hybrid Shear Wall with Energy Dissipating Reinforcements
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-80312-4_16
Reference24 articles.
1. Priestley MJN, Tao JR (1993) Seismic response of precast prestressed concrete frames with partially debonded tendons. PCI J 38(1):58–69
2. Erkmen B, Schultz AE (2009) Self-centering behavior of unbonded precast concrete shear walls. Earthq Resistant Eng Struct 13(7):1047–1064
3. Holden T, Restrepo J, Mander JB (2003) Seismic performance of precast reinforced and prestressed concrete walls. J Struct Eng 129(3):286–296
4. Kurama YC, Shen Q (2004) Post Tensioned hybrid coupled walls under lateral loads. J Struct Eng 130(2):297–309
5. Smith BJ, Kurama YC, McGinnis MJ (2011) Design and measured behavior of a hybrid precast concrete wall specimen for seismic regions. J Struct Eng 137(10):1052–1062
Cited by 2 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. Comparative Performance Analysis of Post-tensioned Hybrid Concrete Shear Wall with Openings Under Monotonic and Cyclic Loading;Proceedings of 17th Symposium on Earthquake Engineering (Vol. 2);2023
2. Effect of Openings in Post-tensioned Shear Wall with External Energy Dissipating Reinforcements Under Cyclic Loading;Lecture Notes in Civil Engineering;2022-10-30
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