Minimum Joint Depth for Moment Frames with High- Strength Materials

Author:

Publisher

American Concrete Institute

Subject

Building and Construction,Civil and Structural Engineering

Reference46 articles.

1. Meinheit, D. F., and Jirsa, J. O., “The Shear Strength of Reinforced Concrete Beam-Column Joints,” CESRL Report No. 77-1, Department of Civil Engineering, Structures Research Laboratory, The University of Texas at Austin, Austin, TX, Jan. 1977, 291 pp.

2. Birss, G. R., “The Elastic Behaviour of Earthquake Resistant Reinforced Concrete Interior Beam-Column Joints,” master’s thesis, Report No. 78-13, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, Feb. 1978, 118 pp.

3. Durrani, A. J., and Wight, J. K., “Experimental and Analytical Study of Internal Beam to Column Connections Subjected to Reversed Cyclic Loading,” Report No. UMEE 82R3, Department of Civil Engineering, University of Michigan, Ann Arbor, MI, July 1982, 298 pp.

4. Interior Joints with Variable Anchorage Lengths;Leon;Journal of Structural Engineering,1989

5. Lin, C.-M., “Seismic Behaviour and Design of Reinforced Concrete Interior Beam Column Joints,” Research Report 2000-1, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, Jan. 2000, 490 pp.

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