Response to orthogonal components of ground motion and assessment of percentage combination rules

Earthquake Engineering and Structural Dynamics

Volumn 33, Issue 2, 2004, Pages 271-284

  Heredia Zavoni, Ernesto ^a,b   Machicao Barrionuevo, Raquel ^b  

^a INSTITUTO MEXICANO DEL PETRÓLEO   (Mexico)

^b UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO   (Mexico)

Author keywords

30 rule; 40 rule; Combination rules; Multicomponent seismic analysis; Orthogonal components; SRSS rule

Indexed keywords

SEISMOLOGY; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS;

TORSIONALLY FLEXIBLE SYSTEMS;

EARTHQUAKES;

EARTHQUAKE ENGINEERING; GROUND MOTION; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 0842344443     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.351     Document Type: Article

References (9)

1. Rosenblueth E, Contreras H, Approximate design for multicomponent earthquakes. Journal of the Engineering Mechanics Division (ASCE) 1977; 103:881-893.
2. International Conference of Building Officials (ICBO). Uniform Building Code, Vol. 2, Structural Engineering Design Provisions, Whittier, CA, 1997; 492.
3. DDF. Normas Técnicas Complementarias para Diseño por Sismo, Gaceta Oficial, Departamento del Distrito Federal, 1996.
4. Newmark NM. Seismic design criteria for structures and facilities, trans-Alaska pipeline system. Proceedings of the U.S. National Conference on Earthquake Engineering, EERI, 1975; 94-103.
5. American Society of Civil Engineers. Seismic Analysis of Safety Nuclear Structures and Commentary on Standard for Seismic Analysis of Safety Related Nuclear Structures, New York, 1986; 91.
6. Menun C, Der Kiureghian A. A replacement for the 30%, 40% and SRSS rules for multicomponent seismic analysis. Earthquake Spectra 1998; 14(1):153-156.
7. Smeby W, Der Kiureghian A. Modal combination rules for multicomponent earthquake excitation. Earthquake Engineering and Structural Dynamics 1985; 13:1-12.
8. Penzien J, Watabe M. Characteristics of 3-dimensional earthquake ground motions. Earthquake Engineering and Structural Dynamics 1975; 3:365-374.
9. López OA, Chopra AK, Hernández JJ. Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis. Earthquake Engineering and Structural Dynamics 2001; 30:1379-1398.