Analytical modeling of dual panel zone in haunch repaired steel MRFs

Journal of Structural Engineering

Volumn 123, Issue 1, 1997, Pages 20-28

  Lee, Cheol Ho ^a   Uang, Chia Ming ^b,c  

^a Kyungnam University   (South Korea)

^b UNIVERSITY OF CALIFORNIA   (United States)

^c ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SHEAR DEFORMATION; STEEL STRUCTURES; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; TENSILE TESTING; YIELD STRESS;

BEAM BOTTOM FLANGE; DUAL PANEL ZONE; HAUNCH REPAIRED STEEL MOMENT CONNECTION; STEEL MOMENT RESISTING FRAMES (MRFS);

STRUCTURAL PANELS;

EID: 0030783963     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1997)123:1(20)     Document Type: Article

References (7)

1. "Interim guidelines: evaluation, repair, modification and design of welded steel moment frame structures." (1995). Rep. No SAC-95 02, Federal Emergency Management Agency Sacramento, Calif.
2. Krawinkler, H., Bertero, V. V., and Popov, E. P. (1975). "Shear behavior of stell frame joints." J. Struct. Div., ASCE, 101(11), 2317-2336.
3. Lee, C. H., and Uang, C. M. (1995). "Seismic responce of haunch repaired steel SMRFs: analytical modeling and a case study." Rep. No. SSRP 95/11, Structural Systems Research, Univ. of Califormia, San Diego, Calif.
4. SAP90 - a series of computer programs for finite elements analysis of structures. (1995). Computer & Structures, Inc., Berkeley, Calif.
5. Uang, C. M., and Bondad, D. (1996a). "Dynamic testing of pre-North-ridge and haunch repaired steel moment connections." Rep. No. SSRP-96/03, Final Rep. Prepared for NSF, Univ. of California, San Diego, Calif.
6. Uang, C. M., and Bondad, D. (1996b). "Static cyclic testing of preNorthridge and haunch repaired steel moment connections." Rep. No. SSRP-96/02, Final Rep. Prepared for SAC, Univ. of California, San Diego, Calif.
7. Youssef, N. F. G., Bonowitz, D., and Gross, J. L. (1995). "A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake." Rep. No. NISTIR 5625, NIST, Gaithersburg, Md.