scholarly journals INEQUALITIES ON OPTIMUM DESIGNS OF BASE-ISOLATED STRUCTURES

2005 ◽  
Vol 70 (594) ◽  
pp. 85-92 ◽  
Author(s):  
Kohju IKAGO ◽  
Koji UETANI
Keyword(s):  
Isolated Structures

scholarly journals Effects of soil-structure interaction on base-isolated structures

2019 ◽  
Vol 357 ◽  
pp. 012031
Author(s):  
M. A. Aden ◽  
Alyaa A. Al-Attar ◽  
F. Hejazi ◽  
M. Dalili ◽  
Nima Ostovar
Keyword(s):  
Soil Structure ◽  
Soil Structure Interaction ◽  
Structure Interaction ◽  
Isolated Structures

Two novel organic–inorganic hybrid molybdenum(v) cobalt/nickel phosphate compounds based on isolated nanosized Mo/Co(Ni)/P cluster wheels

2014 ◽  
Vol 2 (32) ◽  
pp. 6554-6560 ◽  
Author(s):  
Hao Miao ◽  
Hong-Xiang Wan ◽  
Ming Liu ◽  
Yu Zhang ◽  
Xiao Xu ◽  
...  
Keyword(s):  
Inorganic Hybrid ◽  
Cobalt Nickel ◽  
Nickel Phosphate ◽  
The Family ◽  
Isolated Structures ◽  
Phosphate Compounds

Compounds 1 and 2 are the first two isolated structures in the family of 2D layered high-nuclear wheel-shaped {Mo/TM/P} clusters. Both compounds show good NLO activities, which are rare in compounds containing POM anions.

scholarly journals EFFECT OF BI-DIRECTIONAL GROUND MOTIONS ON THE DAMAGE EVALUATION OF U-SHAPED STEEL DAMPERS FOR BASE-ISOLATED STRUCTURES

2016 ◽  
Vol 81 (724) ◽  
pp. 1027-1037
Author(s):  
Satoshi YAMADA ◽  
Diana ENE ◽  
Shoichi KISHIKI ◽  
Yu JIAO ◽  
Yoshinao KONISHI ◽  
...  
Keyword(s):  
Ground Motions ◽  
Damage Evaluation ◽  
Isolated Structures

scholarly journals Simplified Method for the Seismic Design of Low-Rise, Shear Wall Base- Isolated Buildings

2014 ◽  
Vol 8 (1) ◽  
pp. 22-33
Author(s):  
Arturo Tena-Colunga
Keyword(s):  
Seismic Design ◽  
Hybrid Method ◽  
Base Isolation ◽  
Shear Wall ◽  
Static Method ◽  
Isolation System ◽  
Strong Earthquakes ◽  
Wall Structures ◽  
Simplified Method ◽  
Isolated Structures

A simplified method for the seismic design of low-rise, base-isolated shear wall structures is proposed in MOC-2012. This simplified method is basically a hybrid method, where the design of the isolation system is a simpler version for the static method available in US guidelines for the design of base-isolated structures and the design of the superstructure essentially is an improved version of the simplified method for the seismic design of conventional low-rise shear wall structures of Mexican seismic codes. The application of this method and its effectiveness to obtain safe designs is illustrated with a practical example. It is anticipated this simple methodology would help promote the use of base isolation in low-rise shear wall structures and reduce their vulnerability when subjected to strong earthquakes.

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