نتایج جستجو برای: dynamic stiffness method

تعداد نتایج: 2002129  

2017
Kaitlyn Kliewer Branko Glisic

Fiber Optic Sensors (FOS) offer numerous advantages for structural health monitoring. In addition to being durable, lightweight, and capable of multiplexing, they offer the ability to monitor strain in both static and dynamic mode. FOS also allow for instrumentation of large areas of a structure with long-gage sensors which helps enable global monitoring of the structure. Drawing upon these ben...

Journal: :the journal of tehran university heart center 0
manijhe mokhtari dizaji department of medical physics, tarbiat modares university, tehran, iran. mehdi maerefat department of mechanical engineering, tarbiat modares university, tehran, iran. saeed rahgozar department of mechanical engineering, kashan university, kashan, iran.

background: pulse wave velocity (pwv) is widely used for estimating the stiffness of an artery. v arious invasive and non-invasive methods have been developed to determine pwv over the years. in the present research , the non-invasive estimation of the pwv of large arteries was used as an index for arterial stiffness. methods: a dynamic model based on the navier-stokes equations coupled to elas...

A. R. Fathalian, M. H. Talebpour, Y. Goudarzi,

In this study, the finite element model updating was simulated by reducing the stiffness of the members. Due to lack of access to the experimental results, the data obtained from an analytical model were used in the proposed structural damage scenarios. The updating parameters for the studied structures were defined as a reduction coefficient applied to the stiffness of the members. Parameter v...

M.R. Maheri and A Rangbaran, S. Roushanbin,

There are a number of parameters influencing the dynamic and seismic response of bridges. Of these, two important parameters warranting special notice include: the properties of the neoperenes in the state of connection between girders and columns and the shear stiffness of underlying soil in the level of bridge substructure’s connectivity to the ground. In &#10this paper, the effects of these ...

  In this article, vibration analysis of an Euler-Bernoulli beam resting on a Pasternak-type foundation is studied. The governing equation is solved by using a spectral finite element model (SFEM). The solution involves calculating wave and time responses of the beam. The Fast Fourier Transform function is used for temporal discretization of the governing partial differential equation into a se...

M.R. Maheri and A Rangbaran, S. Roushanbin,

There are a number of parameters influencing the dynamic and seismic response of bridges. Of these, two important parameters warranting special notice include: the properties of the neoperenes in the state of connection between girders and columns and the shear stiffness of underlying soil in the level of bridge substructure’s connectivity to the ground. In this paper, the effects of these tw...

A. Malihi M. Darvizeh M. Javadzadeh N. Narimanzadeh R. Ansari,

The Existence of crack in a structure leads to local flexibility and changes  the stiffness and dynamic behavior of the structure. The dynamic behavior of the cracked structure depends on the depth and the location of the crack. Hence, the changes in the dynamic behavior in the structure due to the crack can be used for identifying the location and depth of the crack. In this study the first th...

2004

A Method to Measure Stiffness During Human Movements Human movements are generally stable due to the spring-like property of muscles. However, movements can become unstable when the limbs interact with the environment, e.g., when one lifts a weight overhead, or carves. The stiffness measured at the endpoint of the limb is indicative of this stability. I have developed a method to measure stiffn...

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