Strengthening of Non-engineered Building Beam-Column Joint to Increase Seismic Performance with Variation of Steel Plate Width
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-9348-9_19
Reference13 articles.
1. Boen T (2001) Earthquake resistant design of non-engineered buildings. In: Indonesia1 Earthquake Resistant Design of Non-Engineered Buildings In Indonesia 1
2. Park S, Mosalam KM (2012) Parameters for shear strength prediction of exterior beam-column joints without transverse reinforcement. Eng Struct 36:198–209. https://doi.org/10.1016/j.engstruct.2011.11.017
3. Alaee P, Li B (2017) High-strength concrete exterior beam-column joints with high-yield strength steel reinforcements. Eng Struct 145:305–321. https://doi.org/10.1016/j.engstruct.2017.05.024
4. Faleschini F, Hofer L, Zanini MA, dalla Benetta M, Pellegrino C (2017) Experimental behavior of beam-column joints made with EAF concrete under cyclic loading. Eng Struct 139:81–95. https://doi.org/10.1016/j.engstruct.2017.02.038
5. Ricci P, De Risi MT, Verderame GM, Manfredi G (2016) Experimental tests of unreinforced exterior beam-column joints with plain bars. Eng Struct 118:178–194. https://doi.org/10.1016/j.engstruct.2016.03.033
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