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Volumn 29, Issue 9, 2000, Pages 1261-1286

The application of Karhunen-Loeve, or principal component analysis method, to study the non-linear seismic response of structures

Author keywords

Modal reduction; Non linear dynamics; Numerical methods; Structural experiments

Indexed keywords

DYNAMIC LOADS; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MODAL ANALYSIS; NUMERICAL METHODS;

EID: 0034282973     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/1096-9845(200009)29:9<1261::AID-EQE964>3.3.CO;2-E     Document Type: Article
Times cited : (18)

References (18)
  • 14
    • 0007915735 scopus 로고
    • Pseudodynamic testing of a full scale three-storey one-bay steel moment resisting frame: Experimental and analytical results
    • Commission of the European Communities, JRC-ISIS
    • (1994) EUR 15605 EN
    • Kakaliagos, A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.