Base isolation for near-fault motions

Earthquake Engineering and Structural Dynamics

Volumn 30, Issue 5, 2001, Pages 691-707

  Jangid, R S ^a   Kelly, J M ^b  

^a INDIAN INSTITUTE OF TECHNOLOGY BOMBAY   (India)

^b UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Base displacement; Base isolation; Comparative performance; Earthquake; Near fault; Optimum damping; Superstructure acceleration

Indexed keywords

DAMPING; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE;

BASE-ISOLATED STRUCTURES; NEAR-FAULT MOTIONS;

STRUCTURAL ANALYSIS;

DAMPING; EARTHQUAKE ENGINEERING; FAULT; GROUND MOTION;

EID: 0035341417     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.31     Document Type: Article

References (7)

1. Response of high-rise and base-isolated buildings in a hypothetical MW 7.0 blind thrust earthquake
2. Near-source ground motion and its effect on flexible buildings
3. Earthquake regulations for seismic isolated structures
4. Current of isolated buildings in Japan after 1995 Kobe earthquake
5. The role of damping in seismic isolation
6. Effect of damping mechanisms on the response of seismically isolated structures