Pseudo-Dynamic Test of Full-Scale Rcs Frame: Part II - Analysis And Design Implications-Reference-Cited by-同舟云学术

Pseudo-Dynamic Test of Full-Scale Rcs Frame: Part II - Analysis And Design Implications

Published:2004-05-21 Issue: Volume: Page:
ISSN:
Container-title:Structures 2004
language:
Short-container-title:

Author:

Cordova P.¹²²³⁴,Chen C. H.¹²²³⁴,Lai W. C.¹²²³⁴,Deierlein G. G.¹²²³⁴,Tsai K. C.¹²²³⁴

Affiliation:

1. Research Assistant, Blume Earthquake Engrg. Center, Stanford University, Stanford, CA.

2. Research Assistant, National Center for Research in Earthquake Engineering, Taipei, Taiwan

3. Professor, Blume Earthquake Engrg. Center, Stanford University, Stanford, CA.

4. Professor, Department of Civil Engineering, National Taiwan University, Taiwan

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40700%282004%29129

Reference17 articles.

1. ACI (2002) Building Code Requirements for Structural Concrete ACI-318-02 American Concrete Institute Farmington Hills MI.

2. AISC (2002) Seismic Provisions for Structural Steel Buildings American Inst. of Steel Construction Chicago IL

3. Guidelines for design of joints between steel beams and reinforced concrete columns;ASCE;JSE, ASCE,1994

4. Bursi O. S. Ballerini M. (1996) "Behavior of a steel-concrete composite substructure with full and partial shear connection " Eleventh World Conference on Earthquake Engineering [Proceedings] Paper No. 771

5. Chen C.H. Lai W.C. Cordova P. Deierlein G.G. Tsai K.C. (2003) "Pseudodynamic test of full-scale RCS frame: Part I - Design Construction and Testing" Proc. of ASCE-SEI 2004 Congress 15 pg.

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