Finite Element Analysis for Developing Multi-direction Crossing Web Type Shear Panel Damper

Author:

Bagas N. U.,Satyarno I.,Fajar A. S.,Awaludin A.,Guntara M. A.

Publisher

Springer Nature Singapore

Reference18 articles.

1. Liu Y, Aoki T, Shimoda M (2013) Strain distribution measurement of a shear panel damper developed for bridge structure. J Struct 2013(September):1–11. https://doi.org/10.1155/2013/615275

2. Tanaka K, Sasaki Y (2000) Hysteretic performance of shear panel dampers of ultra low- yield-strength steel for seismic response control of buildings. 1–8

3. Takaku T (2019) Seismic lens-type shear panel damper for bridges and buildings: innovation and optimization in nature and design to engineering fields. Syst Res Behav Sci 36(5):617–620. https://doi.org/10.1002/sres.2630

4. Ohta Y, Kaneko H, Kibayashi M, Yamamoto M (2004) In: 13 th World conference on earthquake engineering study on shear panel dampers using low yield strength steel applied to reinforced concrete buildings assemblies with a shear panel damper subjected to horizontal. Concrete, no. 2228

5. Zhang C, Zhu J, Wu M, Yu J, Zhao J (2016) The lightweight design of a seismic low-yield-strength steel shear panel damper. Materials (Basel) 9(6). https://doi.org/10.3390/ma9060424

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