Stability issues and pressure–shear interaction in elastomeric bearings: the primary role of the secondary shape factor-Reference-Cited by-同舟云学术

Stability issues and pressure–shear interaction in elastomeric bearings: the primary role of the secondary shape factor

Published:2015-09-24 Issue:2 Volume:14 Page:569-597
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Montuori Giovanni Maria,Mele Elena,Marrazzo Giuseppe,Brandonisio Giuseppe,De Luca Antonello

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-015-9819-x.pdf

Reference57 articles.

1. AASHTO American Association of State Highway and Transportation Officials (2010) Guide specifications for seismic isolation design. Washington

2. ABAQUS (2010a) [Computer software] Version 6.10. Dassault Systemes, Providence

3. ABAQUS (2010b) Theory manual. Version 6.10. Hibbitt, Karlsonn and Sorensen, Inc., Providence

4. Aiken ID, Kelly JM, Tajirian FF (1989) Mechanics of low shape factor elastomeric seismic isolation bearings. Earthquake Engineering Research Center, University of California, Berkeley, California. Rep. no.UCB/EERC-89/13

5. Aiken ID, Kelly JM, Clark PW, Tamura K, Kikuchi M, Itoh T (1992) Experimental studies of the mechanical characteristics of three types of seismic isolation bearings. In: 10th world conference on earthquake engineering, vol 4, Rotterdam, AA Balkema, pp 2281–2286

Cited by 45 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A low-cost bonded scrap tire rubber isolator in rural regions: Experimental, numerical and theoretical analysis on mechanical behavior;Journal of Building Engineering;2024-10

2. Novel Thick Layer Damping Rubber Bearing (TLDRB) with reduced vertical stiffness: Laboratory tests and mechanical models;Journal of Building Engineering;2024-10

3. Critical behavior of thick rubber bearings under compression and shear;Engineering Structures;2024-09

4. Vertical stiffness reduction of rubber bearings under lateral displacement considering different shape factors;Construction and Building Materials;2024-05

5. Performance of a force-restricted viscous mass damper incorporated into base-isolated liquid storage tanks;Structures;2024-03