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Journal of Structural Engineering

Volumn 122, Issue 5, 1996, Pages 470-475

Upgrading of braced frames for potential local failures

(2) Kim, Hae In a Goel, Subhash C b,c

a Englekirk and Sabol Consulting Structural Engineers Inc (United States)

b UNIVERSITY OF MICHIGAN (United States)

c ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BUILDINGS; EARTHQUAKE RESISTANCE; FAILURE (MECHANICAL); FAILURE ANALYSIS; FINITE ELEMENT METHOD; JOINTS (STRUCTURAL COMPONENTS); MECHANICAL TESTING; STRUCTURAL DESIGN; STRUCTURAL MEMBERS; STRUCTURES (BUILT OBJECTS); SUPPORTS;

BEAM WEB; BRACE TO BEAM CONNECTION; BRACED FRAMES; BRACING MEMBERS; DIAGONAL STIFFENER; HYSTERETIC LOOPS; PINCHING; UPGRADING SCHEMES;

STRUCTURAL FRAMES;

EID: 0030150021 PISSN: 07339445 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)0733-9445(1996)122:5(470) Document Type: Article

Times cited : (10)

References (7)

1
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- Am. Inst. of Steel Constr., Chicago, Ill.
- AISC-LRFD. (1986). Manual of steel construction, load and resistance factor design. Am. Inst. of Steel Constr., Chicago, Ill.
- (1986) Manual of Steel Construction, Load and Resistance Factor Design

2
- 15944395554
- Cyclic behavior of double angle bracing members with end gusset plates
- Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
- Astaneh-Asl, A., Goel, S. C., and Hanson, R. D. (1982). "Cyclic behavior of double angle bracing members with end gusset plates." Rep. No. UMEE 82R7, Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
- (1982) Rep. No. UMEE 82R7
- Astaneh-Asl, A.¹ Goel, S.C.² Hanson, R.D.³

3
- 0003800949
- Inelastic cyclic behavior of steel bracing members
- Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
- Gugerli, H., and Goel, S. C. (1982). "Inelastic cyclic behavior of steel bracing members." Rep. No. UMEE 82R1, Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
- (1982) Rep. No. UMEE 82R1
- Gugerli, H.¹ Goel, S.C.²

4
- 0003651425
- Hysteresis models for steel members subjected to cyclic buckling or cyclic end moments and buckling (User's Guide for DRAIN-2D)
- Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
- Jain, A. K., and Goel, S. C. (1978). "Hysteresis models for steel members subjected to cyclic buckling or cyclic end moments and buckling (User's Guide for DRAIN-2D)." Res. Rep. UMEE 78-R6, Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
- (1978) Res. Rep. UMEE 78-R6
- Jain, A.K.¹ Goel, S.C.²

5
- 0012263994
- Seismic evaluation and upgrading of braced frame structures for potential local failures
- Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
- Kim, H. I., and Goel, S. C. (1992). "Seismic evaluation and upgrading of braced frame structures for potential local failures." Rep. No. UMCEE 92-24, Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
- (1992) Rep. No. UMCEE 92-24
- Kim, H.I.¹ Goel, S.C.²

6
- 0003950385
- Seismic behavior of hollow and concrete-filled square tubular bracing members
- Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
- Lee, S. S., and Goel, S. C. (1987). "Seismic behavior of hollow and concrete-filled square tubular bracing members." Rep. No. UMCE 87-11, Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
- (1987) Rep. No. UMCE 87-11
- Lee, S.S.¹ Goel, S.C.²

7
- 0003513999
- McGraw-Hill Book Co., Inc., New York, N.Y.
- Timoshenko, S. P., and Gere, J. M. (1961). "Theory of elastic stability." McGraw-Hill Book Co., Inc., New York, N.Y.
- (1961) Theory of Elastic Stability
- Timoshenko, S.P.¹ Gere, J.M.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.