메뉴 건너뛰기




Volumn 11, Issue 5, 2002, Pages 329-351

Overstrength and force reduction factors of multistorey reinforced-concrete buildings

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; BUILDING CODES; DUCTILITY; NUMERICAL METHODS; REINFORCED CONCRETE; STIFFNESS; STRUCTURAL ANALYSIS;

EID: 0037116399     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/tal.204     Document Type: Article
Times cited : (147)

References (35)
  • 1
    • 0004005769 scopus 로고
    • Structural response modification factors
    • ATC (Applied Technology Council); Report ATC-19. Redwood City, CA
    • ATC (Applied Technology Council). 1995. Structural response modification factors. Report ATC-19. Redwood City, CA.
    • (1995)
  • 2
    • 0032130896 scopus 로고    scopus 로고
    • Vertical response of twelve structures recorded during the Northridge earthquake
    • Bozorgnia Y, Mahin SA, Brady AG. 1998. Vertical response of twelve structures recorded during the Northridge earthquake. Earthquake Spectra 14(3): 411-432.
    • (1998) Earthquake Spectra , vol.14 , Issue.3 , pp. 411-432
    • Bozorgnia, Y.1    Mahin, S.A.2    Brady, A.G.3
  • 3
    • 0028076727 scopus 로고
    • Seismic resistance of composite beam-columns in multi-storey structures, part 2: Analytical model and discussion of results
    • Broderick BM, Elsnashai AS. 1994. Seismic resistance of composite beam-columns in multi-storey structures, part 2: analytical model and discussion of results. Journal of Construction Steel Research 30(3): 231-258.
    • (1994) Journal of Construction Steel Research , vol.30 , Issue.3 , pp. 231-258
    • Broderick, B.M.1    Elsnashai, A.S.2
  • 4
    • 0030456901 scopus 로고    scopus 로고
    • Seismic response of composite frames-I. Response criteria and input motions
    • Broderick BM, Elnashai AS. 1996. Seismic response of composite frames-I. Response criteria and input motions. Engineering Structures 18(9): 696-706.
    • (1996) Engineering Structures , vol.18 , Issue.9 , pp. 696-706
    • Broderick, B.M.1    Elnashai, A.S.2
  • 5
    • 0028320846 scopus 로고
    • Observations on the effect of numerical dissipation on the nonlinear dynamic response of structural systems
    • Broderick BM, Elnashai AS, Izzuddin BA. 1994. Observations on the effect of numerical dissipation on the nonlinear dynamic response of structural systems. Engineering Structures 16(1): 51-61.
    • (1994) Engineering Structures , vol.16 , Issue.1 , pp. 51-61
    • Broderick, B.M.1    Elnashai, A.S.2    Izzuddin, B.A.3
  • 6
    • 0004057775 scopus 로고
    • CCBFC (Canadian Commission on Building and Fire Code); National Research Council of Canada, Ottawa, Ontario
    • CCBFC (Canadian Commission on Building and Fire Code). 1995. National building code of Canada 1995, National Research Council of Canada, Ottawa, Ontario.
    • (1995) National Building Code of Canada 1995
  • 7
    • 0003588243 scopus 로고
    • CEN (Comite European de Normalisation); Eurocode 8, European pre-standard ENV 1998-1-1, 1-2 and 1-3. CEN, Bruxelles
    • CEN (Comite European de Normalisation). 1994. Design provisions for earthquake resistance of structures, part 1-1, 1-2 and 1-3. Eurocode 8, European pre-standard ENV 1998-1-1, 1-2 and 1-3. CEN, Bruxelles.
    • (1994) Design Provisions for Earthquake Resistance of Structures, Part 1-1, 1-2 and 1-3
  • 8
    • 0027588225 scopus 로고
    • Performance of composite steel/concrete members under earthquake loading, part I: Analytical model
    • Elnashai AS, Elghazouli AY. 1993. Performance of composite steel/concrete members under earthquake loading, part I: analytical model. Earthquake Engineering and Structural Dynamics 22(4): 314-345.
    • (1993) Earthquake Engineering and Structural Dynamics , vol.22 , Issue.4 , pp. 314-345
    • Elnashai, A.S.1    Elghazouli, A.Y.2
  • 9
    • 0027611545 scopus 로고
    • Modelling of material nonlinearities in steel structures subjected to transient dynamic loading
    • Elnashai AS, Izzuddin BA. 1993. Modelling of material nonlinearities in steel structures subjected to transient dynamic loading. Earthquake Engineering and Structural Dynamics 22: 509-532.
    • (1993) Earthquake Engineering and Structural Dynamics , vol.22 , pp. 509-532
    • Elnashai, A.S.1    Izzuddin, B.A.2
  • 10
    • 4243904874 scopus 로고
    • Analysis and design of 26 reinforced concrete buildings according to eurocodes 2 & 8
    • Configuration 3, 5 and 6. Report on Prenormative Research in Support of Eurocode 8, University of Patras, Greece
    • Fardis MN. 1994. Analysis and design of 26 reinforced concrete buildings according to Eurocodes 2 & 8. Configuration 3, 5 and 6. Report on Prenormative Research in Support of Eurocode 8, University of Patras, Greece.
    • (1994)
    • Fardis, M.N.1
  • 11
    • 0003653604 scopus 로고    scopus 로고
    • NEHRP provisions for the seismic rehabilitation of buildings
    • FEMA (Federal Emergency Management Agency); Report FEMA 273 (Guidelines) and 274 (Commentary). FEMA, Washington, DC
    • FEMA (Federal Emergency Management Agency). 1997. NEHRP provisions for the seismic rehabilitation of buildings. Report FEMA 273 (Guidelines) and 274 (Commentary). FEMA, Washington, DC.
    • (1997)
  • 12
    • 0013528386 scopus 로고
    • On the response modification factors for reinforced concrete buildings
    • Palm Springs
    • Fischinger M, Fajfar P. 1990. On the response modification factors for reinforced concrete buildings. 4th US NCEE. Palm Springs 2: 249-258.
    • (1990) 4th US NCEE , vol.2 , pp. 249-258
    • Fischinger, M.1    Fajfar, P.2
  • 13
    • 0001863497 scopus 로고
    • Factors contributing to the response reduction
    • Chicago
    • Fischinger M, Fajfar P, Vidic T. 1994. Factors contributing to the response reduction. 5th US NCEE. Chicago 97-106.
    • (1994) 5th US NCEE , pp. 97-106
    • Fischinger, M.1    Fajfar, P.2    Vidic, T.3
  • 16
    • 0003549786 scopus 로고
    • IAEE (International Association for Earthquake Engineering); IAEE, Tokyo, Japan
    • IAEE (International Association for Earthquake Engineering). 1992. Earthquake Resistant Regulations. A World List. IAEE, Tokyo, Japan.
    • (1992) Earthquake Resistant Regulations. A World List
  • 17
    • 0003809234 scopus 로고
    • ADAPTIC-A program for static and dynamic analysis of structures by adaptive mesh refinement, user manual
    • ESEE Report 89-7. Imperial College, London
    • Izzuddin BA, Elnashai AS. 1989. ADAPTIC-a program for static and dynamic analysis of structures by adaptive mesh refinement, user manual. ESEE Report 89-7. Imperial College, London.
    • (1989)
    • Izzuddin, B.A.1    Elnashai, A.S.2
  • 18
    • 0029416374 scopus 로고
    • Seismic overstrength in reinforced concrete frames
    • Jain SK, Navin N. 1995. Seismic overstrength in reinforced concrete frames. ASCE 121(3): 580-585.
    • (1995) ASCE , vol.121 , Issue.3 , pp. 580-585
    • Jain, S.K.1    Navin, N.2
  • 19
  • 21
    • 0028669718 scopus 로고
    • Ductility and overstrength in seismic design of reinforced concrete structures
    • Mitchell D, Paulter P. 1994. Ductility and overstrength in seismic design of reinforced concrete structures. Canadian Journal of Civil Engineering 21: 1049-1060.
    • (1994) Canadian Journal of Civil Engineering , vol.21 , pp. 1049-1060
    • Mitchell, D.1    Paulter, P.2
  • 22
    • 0003919447 scopus 로고    scopus 로고
    • Seismic performance of code-designed RC buildings
    • PhD thesis, Imperial College, London
    • Mwafy AM. 2000. Seismic Performance of Code-designed RC Buildings. PhD thesis, Imperial College, London.
    • (2000)
    • Mwafy, A.M.1
  • 23
    • 0035342657 scopus 로고    scopus 로고
    • Static pushover versus dynamic collapse analysis of RC buildings
    • Mwafy AM, Elnashai AS 2001. Static pushover versus dynamic collapse analysis of RC buildings. Engineering Structures 23: 407-424.
    • (2001) Engineering Structures , vol.23 , pp. 407-424
    • Mwafy, A.M.1    Elnashai, A.S.2
  • 24
    • 0032384703 scopus 로고    scopus 로고
    • Effect of column capacity design on earthquake response of reinforced concrete buildings
    • Panagiotakos TB, Fardis MN. 1998. Effect of column capacity design on earthquake response of reinforced concrete buildings. Journal of Earthquake Engineering 2(1): 113-145.
    • (1998) Journal of Earthquake Engineering , vol.2 , Issue.1 , pp. 113-145
    • Panagiotakos, T.B.1    Fardis, M.N.2
  • 25
    • 0030268213 scopus 로고    scopus 로고
    • Analytical and field evidence of the damaging effect of vertical earthquake ground motion
    • Papazoglou AJ, Elnashai AS. 1996. Analytical and field evidence of the damaging effect of vertical earthquake ground motion. Earthquake Engineering and Structural Dynamics 25: 1109-1137.
    • (1996) Earthquake Engineering and Structural Dynamics , vol.25 , pp. 1109-1137
    • Papazoglou, A.J.1    Elnashai, A.S.2
  • 26
    • 0000865423 scopus 로고
    • State-of-the art report: Ductility evaluation from laboratory and analytical testing
    • Park R. 1988. State-of-the art report: ductility evaluation from laboratory and analytical testing. In Proceedings 9th WCEE, IAEE, Tokyo-Kyoto, Japan VIII: 605-616.
    • (1988) Proceedings 9th WCEE, IAEE, Tokyo-Kyoto, Japan , vol.8 , pp. 605-616
    • Park, R.1
  • 27
    • 0040885540 scopus 로고    scopus 로고
    • Explicit incorporation of element and structure overstrength in the design process
    • Paper 2130
    • Park R. 1996. Explicit incorporation of element and structure overstrength in the design process. In Proceedings 11th WCEE, IAEE, Acapulco, Mexico. Paper 2130.
    • (1996) Proceedings 11th WCEE, IAEE, Acapulco, Mexico
    • Park, R.1
  • 29
    • 0013524284 scopus 로고    scopus 로고
    • Selective repair and strengthening of RC buildings
    • PhD thesis, Imperial College, London
    • Pinho R. 2000. Selective Repair and Strengthening of RC Buildings. PhD thesis, Imperial College, London.
    • (2000)
    • Pinho, R.1
  • 30
    • 0028667274 scopus 로고
    • Seismic shear strength of reinforced concrete columns
    • Priestley MJN, Verma R, Xiao Y. 1994. Seismic shear strength of reinforced concrete columns. ASCE 120(8): 2310-2329.
    • (1994) ASCE , vol.120 , Issue.8 , pp. 2310-2329
    • Priestley, M.J.N.1    Verma, R.2    Xiao, Y.3
  • 31
    • 0003579570 scopus 로고
    • Performance based seismic engineering of buildings
    • SEAOC (Structural Engineers Association of California); Vision 2000 Committee, SEAOC Sacramento, CA
    • SEAOC (Structural Engineers Association of California). 1995. Performance based seismic engineering of buildings. Vision 2000 Committee, SEAOC Sacramento, CA.
    • (1995)
  • 32
    • 0003858324 scopus 로고
    • SNZ (Standards New Zealand); NZS 4203: 1992, Standards New Zealand, Wellington
    • SNZ (Standards New Zealand). 1992. General structural design and design loadings for buildings. NZS 4203: 1992, Standards New Zealand, Wellington.
    • (1992) General Structural Design and Design Loadings for Buildings
  • 33
    • 0025956345 scopus 로고
    • d factors for building seismic provisions
    • d factors for building seismic provisions. ASCE 117(1): 19-28.
    • (1991) ASCE , vol.117 , Issue.1 , pp. 19-28
    • Uang, C.M.1
  • 35
    • 0033116929 scopus 로고    scopus 로고
    • Seismic response modification factors
    • Whittaker A, Hart G, Rojahn C. 1999. Seismic response modification factors. ASCE 125(4): 438-444.
    • (1999) ASCE , vol.125 , Issue.4 , pp. 438-444
    • Whittaker, A.1    Hart, G.2    Rojahn, C.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.