✦ LIBER ✦

Experimental studies of the seismic response of structures incorporating base-isolation systems

✍ Scribed by James M. Kelly; Ian D. Aiken

Publisher: Elsevier Science
Year: 1991
Tongue: English
Weight: 605 KB
Volume: 127
Category: Article
ISSN: 0029-5493
DOI: 10.1016/0029-5493(91)90057-o

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Seismic response of heavily damped base

Seismic response of heavily damped base isolation systems

✍ Hsiang-Chuan Tsai; James M. Kelly 📂 Article 📅 1993 🏛 John Wiley and Sons 🌐 English ⚖ 706 KB

EXPERIMENTAL STUDY OF FPS SYSTEM IN BRID

EXPERIMENTAL STUDY OF FPS SYSTEM IN BRIDGE SEISMIC ISOLATION

✍ TSOPELAS, P.; CONSTANTINOU, M. C.; KIM, Y. S.; OKAMOTO, S. 📂 Article 📅 1996 🏛 John Wiley and Sons 🌐 English ⚖ 766 KB

An experimental study of a seismically isolated and a comparable non-isolated bridge is presented. The bridge model featured flexible piers, weighed 158 k N and was tested on a shake table with an array of real and simulated seismic motions with peak acceleration in the range 0.1-ldy. When isolated,

Stochastic seismic response of multiply-

Stochastic seismic response of multiply-supported secondary systems in flexible-base structures

✍ Dey, Aparna; Gupta, Vinay K. 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 209 KB 👁 2 views

A formulation has been proposed for the transfer function of a secondary system response while the primary system is supported on a compliant soil and the excitation comprises of translational ground motion at its base. For this purpose, the earlier formulation of the authors for the fixed-base case

Seismic response of base-isolated buildi

Seismic response of base-isolated buildings including soil–structure interaction

✍ C.C. Spyrakos; I.A. Koutromanos; Ch.A. Maniatakis 📂 Article 📅 2009 🏛 Elsevier Science 🌐 English ⚖ 652 KB

This study investigates the effect of soil-structure interaction (SSI) on the response of base-isolated buildings. The equations of motion are formulated in the frequency domain, assuming frequencyindependent soil stiffness and damping constants. An equivalent fixed-base system is developed that acc

Experimental and analytical studies of s

Experimental and analytical studies of structures seismically isolated with an uplift-restraining friction pendulum system

✍ Panayiotis C. Roussis; Michael C. Constantinou 📂 Article 📅 2006 🏛 John Wiley and Sons 🌐 English ⚖ 966 KB

ROLE OF STRUCTURAL DETAILS IN ALTERING T

ROLE OF STRUCTURAL DETAILS IN ALTERING THE EXPECTED SEISMIC RESPONSE OF BASE-ISOLATED BRIDGES

✍ M.T.A. CHAUDHARY; M. ABE; Y. FUJINO 📂 Article 📅 2002 🏛 Elsevier Science 🌐 English ⚖ 401 KB

Complex modal analysis and a two-stage system identification technique is employed for investigating the effect of structural details on seismic performance of four multispan, continuous base-isolated bridges in Japan from recorded seismographs. Comparison of system identified and experimental value