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Fundamental mode shape

We have, of course, assumed that both fission energy input and fission power output are distributed spatially in the fundamental mode shape. Delayed neutrons will be ignored for the moment, and a simple integral equation results for P(t) ... [Pg.311]

The quantity k t) is the excess prompt reactivity and I is the prompt generation time. The small time variation of Z will be ignored throughout. The assumptions that all power is in the fundamental mode shape and that I is independent of time seem unlikely to lead to serious error, but do represent potential weaknesses in the argument. The equation for the time variation of power when a neutron source is present can be written ... [Pg.311]

Here, S(t) is the power which would be directly produced by absorption of source neutrons, without reproduction. Assumption of fundamental mode shape is again implicit. In practice the only important neutron source is that due to the delayed neutrons from fission. Thus, we write ... [Pg.311]

Figure 5 Fundamental mode shape of the stiffened plate of Example I for the beam height hb = SO cm. Figure 5 Fundamental mode shape of the stiffened plate of Example I for the beam height hb = SO cm.
The assumption that the fundamental mode shape is almost invariant can also limit and complicate the application of nonadaptive methods in existing structures, where the fundamental mode can change considerably depending on the seismic intensity. This can affect the choice of the lateral load pattern in the pushover analysis and make it more complex (see section Different Applications of the Inelastic Pushover-Based Analysis, Adopted in the (Pre)Standards and Guidelines ). As an alternative, adaptive pushover methods can be used. An example of these methods is briefly presented in section Some Alternatives to Single-Mode Pushover-Based Methods. ... [Pg.168]

Fig. 2 Comparison of fundamental mode shape for fixed-base and base-isolated buildings... Fig. 2 Comparison of fundamental mode shape for fixed-base and base-isolated buildings...
The natural frequency, co associated with the mode shape that exhibits a large displacement of the pump is compared with the fundamental frequency, of the wall. If co is much less than ru, then the dynamic interaction between the wall and the loop may be neglected, but the kinematic constraint on the pump imposed by the lateral bracing is retained. If nearly equals nr , the wall and steam supply systems are dynamically coupled. In which case it may be sufficient to model the wall as a one-mass system such that the fundamental frequency, Wo is retained. The mathematical model of the piping systems should be capable of revealing the response to the anticipated ground motion (dominantly translational). The mathematics necessary to analyze the damped spring mass. system become quite formidable, and the reader is referred to Berkowitz (1969),... [Pg.192]

A narrowband window should be established to monitor the fundamental (lx), second (2x), and third (3x) harmonic of shaft speed. With these windows, the energy associated with shaft deflection, or mode shape, can be monitored. [Pg.711]

The principle of operation of this sensor is based on the fact that, as the fundamental optical mode travels through the MNF, its shape is modified depending on the index contrast between the solution in the channel and the polymer. Consequently, the change of the fundamental mode results in variation of the MNF... [Pg.350]

It is difficult to assign all of the observed i.r. and Raman vibrations of carbohydrates. The i.r. spectrum is particularly irregular, because it contains combination bands that may overlap with those due to fundamental modes, and interact with one another, leading to distortion of the shapes of the observed bands. Raman spectra show fewer irregularities, because combination bands in them are less important. However, even though the spectra of carbohydrates are complex, advantage can be taken of them by use of such techniques as isotopic substitution, or the model-compound approach. [Pg.36]

As early as 1669 the Danish crystallographer Steno made a detailed study of ideal and distorted quartz crystals (Figure 9-5). He traced their outlines on paper and found that the corresponding angles of different sections were always the same regardless of the actual sizes and shapes of the sections. Thus, all quartz crystals, however much distorted from the ideal, could result from the same fundamental mode of growth and, accordingly, corresponded to the same inner structure. [Pg.417]

In functioning machinery the contacting parts repeatedly rub one another many times. The interaction of two surfaces on reiterated contact will in part depend on the condition in which the previous iteration left them. Under ordinary circumstances, with the machinery operating satisfactorily, each iteration is much like the one before and an analysis of steady-state wear or friction can be made on the basis of one cycle of surface interaction. Generally in such cases, but not necessarily always, asperity deformation is elastic rather than plastic. Whether an adhesive junction forms depends on the condition of the asperity surface. If the materials f>e.n. 4e are easily adhesive but the surfaces are covered by a film which inhibits adhesion, then to initiate adhesion obviously the film must first be removed, broken up or penetrated. The subsequent course of adhesive contact will then be governed by such factors as the size of the contact, the shape of the asperity, the impressed load, the strength of the material, etc., in accordance with the fundamental modes of behavior. [Pg.346]

Figure 14.4 compares time waveforms and spectra of a wooden marimba bar being struck with a hard plastic stick and a soft yam-wrapped mallet. As should be expected, the hard stick spectnun is much brighter. Also note that the fundamental mode is excited more by the soft mallet, since the mallet shape is much closer to the smooth spatial fundamental shape. The hard stick excites higher modes, with much less energy in the fundamental. [Pg.172]

In the dynamic resonance experimental technique, a body is forced to vibrate and the constants are determined from the resonant frequencies. The types of vibration utilized are usually the longitudinal, flexural or torsional modes. The first two allow E to be determined and the last gives the shear modulus. It is usually easier to excite flexural waves than longitudinal ones, thus the use of flexural and torsional waves will be emphasized in this discussion. To use the dynamic resonance approach, the solution to the differential equations of motion must be known and this has been accomplished for several specimen shapes. In particular, it is common to use specimens of rectangular or circular cross-section, as solutions are readily available. Vibrations in the fundamental mode usually give the largest amplitude and are, therefore, the easiest to detect. [Pg.63]

The waves, and relative energies for = 1, 2, 3, 4 are shown in Fig. 1.5. Note than in addition to the nodes at the ends of the wave, the wave shapes themselves can generate nodes at various points on the wave in this case the number of these internal nodes is given by n— 1. The actual wave shape (vibration of a string) is not limited to only one of these fundamental mode vibrations, and it may be much more complex but all vibrations, however complex, can be represented by the addition or subtraction, that is, a superposition or linear combination, of different fundamental modes. By the reverse process, any complex waveform can be... [Pg.11]

The normal mode analysis was performed for the optimal circle-shaped diaphragm with the circle-shaped electrode (radius of electrode 8.5 mm). For the calculation, the density of Nafion in Li form was 2.078 x 10 kg/m [34] and that of IPMC in Li form was assumed to be 2.5 x 10 kg/m. Figure 9.14 shows the first and second mode shapes of the diaphragm. The computed first (i.e., fundamental) and the second natural firequencies... [Pg.186]

When a linear perturbation in surface shape is taken into account, it is sufficient to consider only a single mode in surface shape as specified by (8.47). Once the second order terms are included in the boundary conditions, however, the first harmonic mode of the fundamental mode is brought into... [Pg.634]

Figure 1 Experimental (A,C) and calculated (B,D) absorption (A, B) and VCD (C, D) spectra of (1R, 4/ )-(+)-camphor. The resolution of the experimental spectra was 4 cm-. Calculated spectra were obtained using DFT, B3PW91 and 6-31G. Band shapes are Lorentz-ian (half width at half height 4 cm- ). Fundamental modes are numbered. Figure 1 Experimental (A,C) and calculated (B,D) absorption (A, B) and VCD (C, D) spectra of (1R, 4/ )-(+)-camphor. The resolution of the experimental spectra was 4 cm-. Calculated spectra were obtained using DFT, B3PW91 and 6-31G. Band shapes are Lorentz-ian (half width at half height 4 cm- ). Fundamental modes are numbered.
Spatial and temporal strain data contain rich information about the monitored system. However, the task of condition assessment cannot be successfully conducted without the extraction of meaningful features from data. The problem is analogous to signals from accelerometers from which, in most cases, frequency features (e.g., fundamental frequencies, mode shapes) need to be extracted to enable the analysis of the vibration signature. Several types of features can be extracted from an array of strain gauges,... [Pg.1717]


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