Seismic response of a base-isolated building with high damping, low shear modulus elastomeric bearings | Zendy

C.Y. Wang | Zendy; Yaopeng Chang | Zendy; R.F. Kulak | Zendy; R.W. Seidensticker | Zendy; T. Kuroda | Zendy; Michiko KOBATAKE | Zendy

AI Assistant Blog Pricing

Home ZAIA Blog

Open Access

Seismic response of a base-isolated building with high damping, low shear modulus elastomeric bearings

Author(s) -

C.Y. Wang,

Yaopeng Chang,

R.F. Kulak,

R.W. Seidensticker,

T. Kuroda,

Michiko KOBATAKE

Publication year - 1993

Publication title -

osti oai (u.s. department of energy office of scientific and technical information)

Language(s) - English

Resource type - Reports

DOI - 10.2172/10181979

Subject(s) - base isolation , structural engineering , seismic isolation , roof , shear (geology) , acceleration , base (topology) , amplification factor , geology , spectral acceleration , shear modulus , bearing (navigation) , superstructure , engineering , earthquake engineering , peak ground acceleration , geotechnical engineering , computer science , materials science , ground motion , mathematics , physics , mechanical engineering , petrology , cmos , electronic engineering , artificial intelligence , mathematical analysis , amplifier , composite material , classical mechanics , frame (networking)

The content you want is available to Zendy users.

Already have an account? Click here to sign in.

Having issues? You can contact us here

Accelerating Research