Lateral load pattern in pushover analysis

Earthquake Engineering and Engineering Vibration

Volumn 2, Issue 1, 2003, Pages 99-107

  Sun, Jingjiang ^a   Tetsuro, Ono ^b   Zhao, Yangang ^b   Wang, Wei ^a  

^a INSTITUTE OF GEOPHYSICS   (China)

^b NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Lateral load pattern; Nonlinear time history analysis; Performance based seismic design; Pushover analysis

Indexed keywords

APPROXIMATION THEORY; BUILDINGS; ESTIMATION; SEISMOLOGY; SPECTRUM ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

LATERAL LOAD PATTERN; NONLINEAR TIME HISTORY ANALYSIS; PERFORMANCE-BASED SEISMIC DESIGN; PUSHOVER ANALYSIS;

EARTHQUAKES;

EID: 2342500559     PISSN: 16713664     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02857542     Document Type: Article

References (11)

1. SEAOC (1995), Performance Based Seismic Engineering of Buildings, Version 2000, Sacramento, California: Structural Engineers Association of California.
2. Applied Technology Council (1994), "A critical review of Current Approaches to Earthquake-resistant Design," ATC-34 Rewood City, California; Applied Technology Council.
3. Applied Technology Council (1996), "Seismic Evaluation and Retrofit of Concrete Buildings," Report ATC-40, Rewood City, California; Applied Technology Council.
4. Federal Emergency Management Agency (1996), "1994 NEHRP Guidelines for the Seismic Rehabilitation of Buildings," Reports FEMA 273 (Guidelines) and 274 (Commentary), Ballot version, Washington, D. C.
5. Chopra AK and Goel RK (1999), "Capacity-Demand-Diagram Methods for Estimating Seismic Deformation of Inelastic Structures: SDF systems," Report PEER-1999/02, Pacific Engineering Research Center, College of Engineering, University of California, Berkeley.
6. Tso WK and Moghadam AS (1997), "Seismic Response of Asymmetric Buildings Using Pushover Analysis," Proceedings Workshop on Seismic Design Methodologies for the Next Generation of Codes, Bled, Slovenia, Rotterdam, Balkema.
7. Bracci JM, Kunnath SK and Reinhorn AM (1997), "Seismic performance and Retrofit Evaluation of Reinforced Concrete Structures," Journal of Structural Engineering, ASCE, 123(1):3-10.
8. Fajfar P and Fischinger M (1988), "N2-A Method for Nonlinear Seismic Analysis of Regular Building," Proceedings 9th World Conference on Earthquake Engineering, Tokyo, Vol.5, pp. 111-116.
9. Eberhard MO and Sozen MA (1993), "BehaviorBased Method to Determine Design Shear in Earthquake- resistant Walls," Journal of the Structural Division, New York, New York: American Society of Civil Engineers, 119(2):619-640
10. Tsopelas P, Constantinou MC, Kircher CA and Whittaker AS (1997), "Evaluation of Simplified Methods of Analysis for Yielding Structures," Technical Report NCEER-97-0012, National Center for Earthquake Engineering Research, Buffalo, N. Y.
11. Reinhorn AM, Kunnath SK and Valles-Mattox R (1996), "IDARC 2D Version 4. 0: A Program for the Inelastic Damage Analysis-of Buildings," Technical Report NCEER-96-0010, National Center for Earthquake Engineering Research, Buffalo N. Y.