ANALYTICAL MODEL FOR PREDICTING SHEAR STRENGTHS OF INTERIOR REINFORCED CONCRETE BEAM-COLUMN JOINTS FOR SEISMIC RESISTANCE
A softened strut-and-tie model was previously developed for determining the shear strengths of exterior beam-column joints for seismic resistance. This existing model originates from the strut-and-tie concept and satisfies equilibrium, compatibility, and the constitutive laws of cracked reinforced concrete. This paper examines the applicability of the previously proposed model to interior beam-column joints. The calculated shear capacities of 56 interior joints were compared with the experimental results, and good agreement was obtained.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/13846957
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Supplemental Notes:
- This research study was sponsored by the National Science Council of the Republic of China under Project NSC 88-2211-E-011-011.
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Corporate Authors:
American Concrete Institute (ACI)
38800 Country Club Drive
Farmington Hills, MI United States 48331 -
Authors:
- Hwang, S-J
- LEE, H-J
- Publication Date: 2000-1
Language
- English
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 35-44
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Serial:
- ACI Structural Journal
- Volume: 97
- Issue Number: 1
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-3241
- Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP
Subject/Index Terms
- TRT Terms: Axial loads; Beams; Columns; Compressive strength; Concrete ties; Cracking; Earthquake resistant structures; Earthquakes; Equilibrium methods (Structural analysis); Experiments; Joints; Mathematical models; Mathematical prediction; Reinforced concrete; Shear properties; Shear strength; Struts
- Subject Areas: Bridges and other structures; Data and Information Technology; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00789049
- Record Type: Publication
- Contract Numbers: CMS-9640570
- Files: TRIS
- Created Date: Mar 28 2000 12:00AM