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Volumn 30, Issue 10, 2001, Pages 1439-1462

A displacement-based seismic design procedure for RC buildings and comparison with EC8

Author keywords

Deformation capacity; Displacement based design; Equal displacement rule; Eurocode 8; RC buildings

Indexed keywords

BENDING STRENGTH; DEFORMATION; EARTHQUAKES; JOINTS (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; STIFFNESS;

EID: 0035478161     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.71     Document Type: Article
Times cited : (59)

References (27)
  • 3
    • 0003333508 scopus 로고    scopus 로고
    • The assessment and improvement of the structural performance of earthquake risk buildings
    • New Zealand National Society for Earthquake Engineering
    • (1996) Draft for General Release
  • 4
    • 0003749428 scopus 로고    scopus 로고
    • NEHRP Guidelines for the seismic rehabilitation of buildings
    • ATC. Applied Technology Council, for the Building Seismic Safety Council and the Federal Emergency Management Agency, Washington, DC
    • (1997) FEMA Report No. 273
  • 18
    • 0003333135 scopus 로고
    • Design provisions for earthquake resistance of structures. Part 1: General rules. Part 1-1: Seismic actions and general requirements for structures; Part 1-2: General rules for buildings; Part 1-3: Specific materials and elements
    • CEN, Brussels
    • (1994) ENV1998-1-1, 1-2 and 1-3
  • 24
    • 0003333875 scopus 로고
    • Design of concrete structures. Part 1: General rules and rules for buildings
    • CEN, Brussels
    • (1991) ENV1992-1-1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.