Numerical Model of Finned Tubular Shear Panel Damper for Multi-direction Seismic Excitation

Author:

Emilidardi A. M.,Fajar A. S.,Awaludin A.,Satyarno I.,Sunarso M.

Publisher

Springer Nature Singapore

Reference16 articles.

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2. Setiawan AF, Takahashi Y (2018) A high seismic performance concept of integrated bridge pier with triple RC colums accompanied by friction damper plus gap. J Jpn Soc Civil Eng 131–147

3. Abebe DY, Kim JW, Gwak G, Choi JH (2019) Low-Cycled hysteresis characteristics of hollow circular steel dampe subjected to inelastic behavior. Int J Steel Struct 157–167

4. Yeh CH, Lu LY, Chung LL, Huang CS (2004) Test of a full-scale steel frame with TADAS. Earthq Eng Eng Seismolog 1–16

5. Takahashi Y, Takemoto Y, Takeda T Takagi M (1973) Experimental study on thin steel shear walls and particular steel bracings under alternative horizontal load their stiffness is so rigid that structure designed by static analysis. Tech Rep Ohbayashi-Gumi Ltd, Tokyo

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