메뉴 건너뛰기




Volumn 59, Issue 10, 2003, Pages 1289-1319

Seismic performance assessment of stainless steel frames

Author keywords

Behaviour factor; Frames; Overstrength; Seismic design; Stainless steel; Steel; Structural performance

Indexed keywords

CARBON STEEL; CIVIL ENGINEERING; DEFORMATION; ENERGY ABSORPTION; SEISMOLOGY; STRUCTURAL FRAMES;

EID: 0042347455     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(03)00067-1     Document Type: Article
Times cited : (36)

References (36)
  • 1
    • 0004082345 scopus 로고
    • Euro Inox. Toronto, Canada: European Stainless Steel Development - Information Group, Nickel Development Institute
    • Euro Inox. (1994). Design manual for structural stainless steel. Toronto, Canada: European Stainless Steel Development - Information Group, Nickel Development Institute.
    • (1994) Design Manual for Structural Stainless Steel
  • 2
    • 85031132827 scopus 로고    scopus 로고
    • Eurocode 3 General rules-Supplementary rules for stainless steel, European Communities for Standardisation, Brussels, Belgium
    • Eurocode 3 (1996). Design of steel structures. Part 1.4: General rules-Supplementary rules for stainless steel, European Communities for Standardisation, Brussels, Belgium.
    • (1996) Design of Steel Structures , Issue.PART 1.4
  • 3
    • 0033871663 scopus 로고    scopus 로고
    • Establishment of design standards and current practice for stainless steel structural design in Japan
    • Aoki H. Establishment of design standards and current practice for stainless steel structural design in Japan Journal of Constructional Steel Research 54 1 2000 191-210
    • (2000) Journal of Constructional Steel Research , vol.54 , Issue.1 , pp. 191-210
    • Aoki, H.1
  • 4
    • 0033899456 scopus 로고    scopus 로고
    • Structural design of stainless steel members: Comparison between Eurocode 3, Part 1.4 and tests results
    • Burgan B.A. Baddoo N.R. Gilsenan K.A. Structural design of stainless steel members: comparison between Eurocode 3, Part 1.4 and tests results Journal of Constructional Steel Research 54 1 2000 51-73
    • (2000) Journal of Constructional Steel Research , vol.54 , Issue.1 , pp. 51-73
    • Burgan, B.A.1    Baddoo, N.R.2    Gilsenan, K.A.3
  • 5
    • 0033879497 scopus 로고    scopus 로고
    • Current design practice and research on stainless steel structures in Sweden
    • Johansson B. Olsson A. Current design practice and research on stainless steel structures in Sweden Journal of Constructional Steel Research 54 1 2000 3-29
    • (2000) Journal of Constructional Steel Research , vol.54 , Issue.1 , pp. 3-29
    • Johansson, B.1    Olsson, A.2
  • 8
    • 0042095144 scopus 로고    scopus 로고
    • PhD Thesis, University of Nottingham, Department of Civil Engineering, Nottingham, UK
    • Byfield, M.P. (1996). Steel design and reliability using Eurocode 3. PhD Thesis, University of Nottingham, Department of Civil Engineering, Nottingham, UK.
    • (1996) Steel Design and Reliability Using Eurocode 3
    • Byfield, M.P.1
  • 11
    • 85031142016 scopus 로고
    • Eurocode 3 General rules and rules for buildings, European Communities for Standardisation, Brussels, Belgium
    • Eurocode 3 (1992). Design of steel structures. Part 1.1: General rules and rules for buildings, European Communities for Standardisation, Brussels, Belgium.
    • (1992) Design of Steel Structures , Issue.PART 1.1
  • 15
    • 0027611545 scopus 로고
    • Modelling of material non linearities in steel structures subjected to transient dynamic loading
    • Elnashai A.S. Izzuddin B.A. Modelling of material non linearities in steel structures subjected to transient dynamic loading Earthquake Engineering and Structural Dynamics 22 6 1993 509-532
    • (1993) Earthquake Engineering and Structural Dynamics , vol.22 , Issue.6 , pp. 509-532
    • Elnashai, A.S.1    Izzuddin, B.A.2
  • 16
  • 17
    • 0033894248 scopus 로고    scopus 로고
    • On the calculation of deflections in structural stainless beams: An experimental and numerical investigation
    • Mirambell E. Real E. On the calculation of deflections in structural stainless beams: an experimental and numerical investigation Journal of Constructional Steel Research 54 1 2000 109-133
    • (2000) Journal of Constructional Steel Research , vol.54 , Issue.1 , pp. 109-133
    • Mirambell, E.1    Real, E.2
  • 18
    • 0023174110 scopus 로고
    • Multi-surface model application to beam-columns subjected to cyclic loads
    • Mizuno E. Kato M. Fukumoto Y. Multi-surface model application to beam-columns subjected to cyclic loads Journal of Constructional Steel Research 7 4 1987 253-277
    • (1987) Journal of Constructional Steel Research , vol.7 , Issue.4 , pp. 253-277
    • Mizuno, E.1    Kato, M.2    Fukumoto, Y.3
  • 19
    • 0028076727 scopus 로고
    • Seismic resistance of composite beam-columns in multistorey structures. Part 2: Analytical model and discussion of results
    • Broderick B.M. Elnashai A.S. Seismic resistance of composite beam-columns in multistorey structures. Part 2: Analytical model and discussion of results Journal of Constructional Steel Research 30 1 1994 231-258
    • (1994) Journal of Constructional Steel Research , vol.30 , Issue.1 , pp. 231-258
    • Broderick, B.M.1    Elnashai, A.S.2
  • 20
    • 0030469140 scopus 로고    scopus 로고
    • Seismic response of composite frames-II. Calculation of behaviour factors
    • Elnashai A.S. Broderick B.M. Seismic response of composite frames-II. Calculation of behaviour factors Engineering Structures 18 9 1996 707-723
    • (1996) Engineering Structures , vol.18 , Issue.9 , pp. 707-723
    • Elnashai, A.S.1    Broderick, B.M.2
  • 22
    • 85031137578 scopus 로고    scopus 로고
    • Design provisions for earthquake resistance of structures. Part 1.3: General rules. Specific rules for various materials and elements
    • Eurocode 8 Brussels, Belgium
    • Eurocode 8 (1998). Design provisions for earthquake resistance of structures. Part 1.3: General rules. Specific rules for various materials and elements. European Communities for Standardisation, Brussels, Belgium.
    • (1998) European Communities for Standardisation
  • 23
    • 0003826055 scopus 로고    scopus 로고
    • International Code Council Whittier, California
    • International Code Council (2000). International Building Code. Whittier, California.
    • (2000) International Building Code
  • 27
    • 0024859115 scopus 로고
    • Rotation capacity of H-section members as determined by local buckling
    • Kato B. Rotation capacity of H-section members as determined by local buckling Journal of Constructional Steel Research 13 2-3 1989 95-109
    • (1989) Journal of Constructional Steel Research , vol.13 , Issue.2-3 , pp. 95-109
    • Kato, B.1
  • 28
    • 0016521917 scopus 로고
    • An approximate method for calculating the elastic critical loads of multistorey plane frames
    • Horne M.R. An approximate method for calculating the elastic critical loads of multistorey plane frames The Structural Engineering 53 6 1975 242-248
    • (1975) The Structural Engineering , vol.53 , Issue.6 , pp. 242-248
    • Horne, M.R.1
  • 29
    • 0032044791 scopus 로고    scopus 로고
    • Instability of buildings during seismic response
    • Bernal D. Instability of buildings during seismic response Engineering Structures 20 4-6 1998 496-502
    • (1998) Engineering Structures , vol.20 , Issue.4-6 , pp. 496-502
    • Bernal, D.1
  • 34
    • 0035998773 scopus 로고    scopus 로고
    • Calibration of force reduction factors of RC buildings
    • Mwafy A.M. Elnashai A.S. Calibration of force reduction factors of RC buildings Journal of Earthquake Engineering 6 2 2002 239-273
    • (2002) Journal of Earthquake Engineering , vol.6 , Issue.2 , pp. 239-273
    • Mwafy, A.M.1    Elnashai, A.S.2
  • 35
    • 0034047703 scopus 로고    scopus 로고
    • Refined force reduction factor for seismic design
    • Borzi B. Elnashai A.S. Refined force reduction factor for seismic design Engineering Structures 22 10 2000 1244-1260
    • (2000) Engineering Structures , vol.22 , Issue.10 , pp. 1244-1260
    • Borzi, B.1    Elnashai, A.S.2
  • 36
    • 0004005769 scopus 로고
    • Applied Technology Council ATC Report No.19, Redwood City, CA
    • Applied Technology Council (1995). Structural response modification factors, ATC Report No.19, Redwood City, CA.
    • (1995) Structural Response Modification Factors


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.