Base-isolator

3.2. Modeling of base-set apart structure

An analytical model of the superstructure is required, which can adequately simulate the dynamic behavior during the pseudodynamic examine. For the present case, it is idealized as a three-degrees-of-freedom (DOF) system with one horizontal DOF for each floor. The mass matrix, Ms, is constructed as a diagonal matrix with lumped shock masses, whereas the stiffness matrix, Ks, is estimated on the basis of the modal properties of the fixed base structure as

(1) Image

(2) Imagewhere ωs, Φs, and μ are the true to life frequency, mode shape matrix, and modal mass matrix of the fixed-base superstructure. Identification of the modal properties was carried out by heady the shaking table with banded white noise. At first, the frequency response functions for the horizontal displacements were obtained, then the common frequencies and the mode shapes were identified thereafter. The results are listed in Table 5.



Table 5. Modal properties of crooked base superstructure

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Testing of a New Line of Seismic Base Isolators


neesit asked:

Opening testing of Earthquake Protector, developed by Valentin Shustov (CSUN and CSULB), was supported by NSF (”SGER: Testing of a New Plumb b in agreement of Seismic Base Isolation”, CMMI-0618183). Research software called Earthquake Performance Evaluation Tool (EPET) was developed by Sergey Shustov. Concurrent experiments were performed at the UC San Diego Generous High Performance Outdoor Shake Table (LHPOST) with the operational support from The George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES), from CECEM Activity be contingent of California State University, Long Beach (CSULB) and from Basseri Engineering, Santa Monica, CA. Earthquake Bodyguard proved to be many times more effective than any known type of seismic base isolators.

See also:
http://www.ecs.csun.edu/~shustov/EP-2006.htm

Source: Ca Earthquake

Base Isolation for Earthquake Resistance

Base Isolation for Earthquake Intransigence

      It is easiest to see the principle at work by referring directly to the most widely used of these advanced techniques, known as base isolation. A base lone structure is supported by a series of bearing pads, which are placed between the buildings and building foundation.

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       The concept of base isolation is explained through an example building resting on frictionless rollers. When the ground shakes, the rollers unrestrainedly roll, but the building above does not move. Thus, no force is transferred to the building due to the shaking of the ground; simply, the building does not go through the earthquake. Now, if the same building is rested on the flexible pads that offer resistance against lateral movements, then some effect of the ground shaking will be transferred to the construction above. If the flexible pads are properly chosen, the forces induced by ground shaking can be a few times smaller than that mature by the building built directly on ground, namely a fixed base building. The flexible pads are called base-isolators, whereas the structures protected by means of these devices are called base-separate buildings. The main feature of the base isolation technology is that it introduces flexibility in the structure.

 

Traditional Earthquake Mitigation Techniques

 


 

Base Isolation Knowledge

Due to the flexibility in the structure, a robust medium-rise masonry or reinforced concrete building becomes extremely pliable. The isolators are often designed, to absorb energy and thus add damping to the system. This helps in further reducing the seismic response of the building. Many of the base isolators look like chunky rubber pads, although there are other types that are based on sliding of one part of the building............... building

Source: مهندسی عمران در EAST STRUCTURE

earthquake base isolation News


About A Boy: Year One
(In the depths of my isolation-induced depravity, I even found myself watching an happening of Torchwood; I bet even Jacqui Smith's husband wouldn't have