Seismic demand assessment on acceleration-sensitive building nonstructural components

8th US National Conference on Earthquake Engineering 2006

Volumn 12, Issue , 2006, Pages 7008-7017

  Taghavi, Shahram ^a   Miranda, Eduardo ^a  

^a Stanford University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING RATIO; FUNDAMENTAL PERIOD; GROUND MOTIONS; HEIGHT ABOVE GROUND; HIGHER MODE; LATERAL STIFFNESS; LATERAL STIFFNESS RATIO; NON-STRUCTURAL COMPONENTS; PARAMETRIC STUDY; PEAK FLOOR; SEISMIC DEMANDS; SPECTRAL ORDINATES; STIFFNESS REDUCTION;

BUILDINGS; CIVIL ENGINEERING; ENGINEERING GEOLOGY; FLOORS; SEISMOLOGY; STIFFNESS;

ACCELERATION;

EID: 84865841024     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. Building Seismic Safety Council, 2000, NEHRP recommended provisions for seismic regulations for new buildings and other structures, Report FEMA 368, Federal Emergency Management Agency, Washington, DC.
2. Miranda, E., and Akkar, S. (2005). "Generalized Interstory Drift Spectrum." Accepted for publication to J. of Structural Engineering, ASCE.
3. Miranda, E., and Taghavi, S. (2005). "Approximate floor acceleration demands in multistory buildings I: formulation." J. of Structural Engineering, ASCE, 131(2), pp., 203-211. (Pubitemid 40155154)
4. Soong, T. T., Shen, G., Wu, Z., Zhang, R. H., and Grigoriu, M. (1993). "Assessment of the 1991 NEHRP provisions for nonstructural components and recommended revisions." Report NCEER-93-0003, National Center for Earthquake Engineering Research, Buffalo, N.Y.
5. Villaverde, R. (1996). "Earthquake resistant design of secondary structures: a report on the state of the art." Proc., Eleventh World Conf. on Earthquake Engrg., Elsevier Science Ltd., Oxford, England Disc 4, Paper No. 2013.