Cyclic Test of a Coupled Steel Plate Shear Wall Substructure

Procedia Engineering - Tập 14 - Trang 582-589 - 2011
C.H. Li1, K.C. Tsai2, J.T. Chang2, C.H. Lin1
1Building Engineering Division, National Center for Research on Earthquake Engineering, Taiwan
2Department of Civil Engineering, National Taiwan University, Taiwan

Tài liệu tham khảo

AISC. (2005b). “Seismic Provisions for Structural Steel Buildings”, American Institute of Steel Construction (AISC), Inc. AISC. (2005a). “Seismic Provisions for Structural Steel Buildings”, American Institute of Steel Construction (AISC), Inc. Ellingwood, B. (2003). “Specification for Structural Steel Buildings”, Engineering Journal Article.(AISC). Thorburn, L.J., Kulak, G.L., and Mont- gomery. C.J. (1983). “Analysis of Steel Plate Shear Walls”, Structural Engineering Report No. 107, Dept. of Civil Engrg., Univ. of Alberta, Edmonton, Alberta, Canada. Tsai, K.C., Lin, C.H., Lin, Y.C., Hsieh, W.D. and Qu, B. (2006). “Substructural Hybrid Tests of A Full Scale 2-Story Steel Plate Shear Wall.” Technical Report NCREE-06-017, National Center for Research on Earthquake Engineering, Taipei, Taiwan, 2006.