메뉴 건너뛰기




Volumn 34, Issue 1, 2001, Pages 40-59

Seismic pounding of a case of adjacent multiple-storey buildings of differing total heights considering soil flexibility effects

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SOFTWARE; EARTHQUAKES; REINFORCED CONCRETE; SOILS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

EID: 0034980965     PISSN: 11749857     EISSN: None     Source Type: Journal    
DOI: 10.5459/bnzsee.34.1.40-59     Document Type: Article
Times cited : (26)

References (56)
  • 8
    • 0003800983 scopus 로고    scopus 로고
    • Evaluation, prevention and mitigation of pounding effects in building structures
    • National Center for Earthquake Engineering Research Technical Report
    • (1997) NCEER-97-0001
    • Valles, R.E.1    Reinhorn, A.M.2
  • 25
    • 0004867695 scopus 로고
    • Code of practice for general structural design loadings for buildings
    • Wellington, New Zealand
    • (1992) Standards New Zealand
  • 26
  • 37
    • 0042214206 scopus 로고
    • Investigation of the failures of the Olive View stairtowers during the San Fernando earthquake and implications on seismic design
    • Earthquake Engineering Research Center, University of California, Berkeley, CA, USA
    • (1973) EERC Report No. 73-26
    • Bertero, V.V.1    Collins, R.G.2
  • 49
    • 0004897872 scopus 로고
    • Seismic Load Demands on Columns of Multi-Storey Frames
    • Dept. of Civil Engineering, University of Canterbury, Christchurch, New Zealand
    • (1978) M.E. Report 78-12
    • Jury, R.D.1
  • 50
    • 0003870337 scopus 로고
    • SAKE, a computer program for inelastic response of R/C frames to earthquakes
    • Civil Engineering Studies, University of Illinois at Urbana-Champaign, USA
    • (1974) Report UILU-Eng-74-2029
    • Otani, S.1
  • 54
    • 0004852922 scopus 로고
    • The response of multi-storey frames to seismic pounding
    • Department of Civil Engineering, University of Canterbury; Christchurch, New Zealand
    • (1993) ME Report
    • Sinclair, K.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.