Evaluation of building separation distance required to prevent pounding during strong earthquakes

Earthquake Engineering and Structural Dynamics

Volumn 26, Issue 8, 1997, Pages 849-858

  Penzien, Joseph ^a  

^a Intl Civ Eng Consultants Inc   (United States)

Author keywords

Pounding of buildings

Indexed keywords

BUILDING CODES; BUILDINGS; DYNAMIC RESPONSE; HYSTERESIS; LINEARIZATION; STRUCTURAL ANALYSIS;

BUILDING SEPARATION DISTANCE; POUNDING;

EARTHQUAKE RESISTANCE;

POUNDING; SEISMIC DESIGN; SEISMIC RESPONSE; SEPARATION DISTANCE; STRUCTURAL RESPONSE;

EID: 0031211243     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199708)26:8<849::AID-EQE680>3.0.CO;2-M     Document Type: Review

References (5)

1. A. Der Kiureghian, 'Structural response to stationary excitation', J. eng. mech. div. ASCE, December 1980.
2. R. W. Clough and J. Penzien, Dynamics of Structures, 2nd edn., McGraw-Hill, New York, 1993.
3. V. Jeng, K. Kasai and B. F. Maison, 'A Spectral difference method to estimate building separations to avoid pounding', Earthquake spectra, J. Earthquake Engineering Research Institute (EERI) 8 (1992).
4. H. B. Seed and I. M. Idriss, 'Soil moduli and damping factors for dynamic response analyses', Report No. EERC 70-10, Earthquake Engineering Research Center, University of California, Berkeley, CA, 1970.
5. International Conference of Building Officials, Structural Engineering Provisions, Uniform Building Code, Vol. 2, 1994.