Evaluation of structural walls designed according to Eurocode 8 and SIA 160

Earthquake Engineering and Structural Dynamics

Volumn 27, Issue 8, 1998, Pages 793-809

  Linde, Peter ^a,b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b NONE   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; CODES (STANDARDS); NUMERICAL METHODS; REINFORCED CONCRETE; WALLS (STRUCTURAL PARTITIONS);

NON-LINEAR DYNAMIC ANALYSIS; SEISMIC CODES;

EARTHQUAKE RESISTANCE;

BUILDING CODE; SEISMIC RESPONSE;

EID: 0032143098     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199808)27:8<793::AID-EQE756>3.0.CO;2-G     Document Type: Article

References (15)

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3. H. Bachmann, Erdbebensicherung von Bauwerken, Birkhäuser Verlag, Basel, Berlin, Boston, 1995.
4. Eurocode 8 - Design provisions for earthquake resistance of structures - European prenorm ENV 1998, Brussels, 1994.
5. SIA 160, Actions on Structures, Swiss Standard, Swiss Society of Engineers and Architects, Zürich, 1990.
6. SIA 162, Concrete Structures, Swiss Standard, Swiss Society of Engineers and Architects, Zürich, 1993.
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10. Norm SIA 460.000: National Application Document to the European Prenorms (Eurocodes), Swiss Society of Engineers and Architects, Zürich, 1990.
11. P. Linde and H. Bachmann, 'Dynamic modelling and capacity design of earthquake-resistant walls', Earthquake Engng. Struct. Dyn. 23 (1994).
12. ABAQUS, Users' Manual & Theory Manual, V. 55, Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, RI, 1996.
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14. A. Vulcano and V. V. Bertero, 'Analytical models for predicting the lateral response of R C shear walls: evaluation of their reliability', Report No. UCB/EERC-87/19, Earthquake Engineering Research Center, University of California, Berkeley, 1987.
15. P. Linde and J.P. Moehle, 'Nonlinear Dynamic Behavior of Structural Walls Designed According to SIA 160 and EC 8', Report No. UCB/EERC-97/XX. Earthquake Engineering Research Center, University of California, Berkeley, 1997, in preparation.