Beam search is the default decoding strategy for many sequence generation tasks in NLP. The set of approximate K-best items returned by the algorithm is a useful summary of the distribution for many applications; however, the candidates typically exh
ibit high overlap and may give a highly biased estimate for expectations under our model. These problems can be addressed by instead using stochastic decoding strategies. In this work, we propose a new method for turning beam search into a stochastic process: Conditional Poisson stochastic beam search. Rather than taking the maximizing set at each iteration, we sample K candidates without replacement according to the conditional Poisson sampling design. We view this as a more natural alternative to Kool et al. (2019)'s stochastic beam search (SBS). Furthermore, we show how samples generated under the CPSBS design can be used to build consistent estimators and sample diverse sets from sequence models. In our experiments, we observe CPSBS produces lower variance and more efficient estimators than SBS, even showing improvements in high entropy settings.
The codes (EGSnrc, BEAMnrc) are used to simulate 6MV photon beam produced by
Varian ix linear accelerator and different field size (2020, 1010, 44cm2). The
simulation data is stored in a phase space file that contains complete details of the dat
es of
each particle by tracking its path and interactions.
Phase space files were analyzed using BEAMDP code to:
- Obtain energy spectrum, energy flow, distribution of the mean energy and the
angular distribution of the photons and contaminant electrons on surface of water phantom
and 100cm away from linear accelerator head.
- Study effect of field size on distribution of the energy spectrum 6MV.
- Study of change in distribution of mean energy between center and edge of the field
size.
- Calculation the contribution of contaminant electrons within photonic beam at
21%.
Objective: This research aimed to evaluate the three-dimensional
effects of a Twin Block (TB) appliance on the pharyngeal airway
passage (PAP) in a sample of Class II patients with mandibular
retrusion using cone-beam computed tomography (CBCT).
The RME force is not only concentrated on widening the maxilla,
it is concomitant changes occur in craniofacial sutures, from here
the need for this study was originated.
Aim of the study: To investigate the immediate effect of rapid
maxillary expansion on the spheno-occipital Synchondrosis in
children using cone beam computed tomography.
The parabolic reflector is used in directed acoustic systems, with the aim of
gettingdirectivity, as well as increasing the gain in transmission and reception.
Therefore, a theoretical study was carried out to describe the factors that affect the g
ain
of the parabolic dish in the acoustic field. The frequency-gain relationship was
experimentally obtained using a parabolic dish with an elliptical aperture, in addition to
the analysis of the factors that led to the deviation of the experimental relationship from
the theoretical relationship.
radiation pattern
الأنظمة الصوتية الموجهة
ربح الطبق
المخطط الإشعاعي
directed acoustic systems
dish gain
العاكس القطعي المكافئ
الربح الاتجاهي
الربح الصوتي
الاتجاهية
عرض حزمة نصف الاستطاعة
كفاءة الفتحة
parabolic reflector
acoustic gain
directional gain
directivity
half power beam width
aperture efficiency
المزيد..
The telescopic cantilever beam is widely used in different types of cranes. These
structures are flexible; it can expand or shrink according to the operating conditions. The
dynamic changes of the total length of the structure lead to time-dependen
t vibrational
characteristics. In practice, CAD modeling for this case is a challenging matter due to the
nature of the problem of analyzing stress and deformation occurring during the operation
of the crane. This research discusses the feasibility of finding a solution for the design
problems initialized during the failure of the telescopic cantilever beam through the
application of Finite Element Analyses (FEA) in order to find the ideal dimension of the
structure which represents the best design for the telescopic cantilever beam.
Blast load caused emptying a large amount of energy very quickly parts of the
second causing a significant increase of pressure, in addition to generating high
temperatures because of the high speed often ends local effects of the explosion before
the
bridge begins to respond, which causing major damage in the bridge. Most of bridge
design codes didn’t take in account during design the blast load, as well there are no codes
inspection on bridges the blast load. The research aims to study and to facilitate the
understanding of damages caused by explosion load on elements of road bridges through
the facts of explosion and photographs the cases of damages occurring practical and
realistic, and also through some computer models.It has been in the research review the
impact of the blast load on the slab bridges. The distinction between the case of the impact
of the blast load at top and bottom of slab bridge. So the case of the bombing at the top
slab bridge leading to increase the binding moments and shear forces, in against the case of
blasting at the bottom of slab bridges leads to act opposite load for design loads. Also
studied blast load on bridge beams and illustrated resulting addional cross sections. Also
explained the effect of blast load on bridge piers and abutments, and the forms of caused
damages.
This research deals with analytical study of exterior Beam-Column
connections behavior under seismic load.
Tow parameters were considered: axial load on the column and
confinement of joint region with stirrups.
Ansys program was used to analytica
l study of three types of exterior
Beam-Column connections under cyclic load.
The results were shown a good agreement with general behavior of
three types.
The analytical results indicate that the tow parameters will improve
the behavior of the connections delay cracking at joint core and
increasing connection stiffness in rotation and displacement with
decreasing shear value at joint.
Class II malocclusion is a common clinical problem among white Caucasian population and its transverse component is a critical aspect of a functional and stable occlusion. The size and shape of the arches have considerable implications in orthodontic
diagnosis and treatment planning, affecting the space available, dental esthetics, and stability of the dentition. Hence , it is important to study the alveolar arch width in this group of patients using the wide possibilities of cone beam computed tomography of evaluating real anatomy , true-to-scale images without distortions or superimpositions, and the selection of the desired sections.Objective:To evaluate the width of maxillary and mandibular alveolar arches in skelatal Class II adults compared to skeletal class I using cone beam computed tomography. Materials and methods: thirty-two subjects with skeletal Class II relationship and 10 subjects with skeletal Class I who were ordinary undergoing CBCT scan for non-orthodontics nor for otorihnolaryngology purpose were selected to measure the maxillary and mandibular alveolar width of first premolar and first molars.Independent samples’ t-test was calculated. Results:No statistically significant differences were found of alveolar widths between skeletal Class II and Class I subjects in both maxillary and mandibular widths of molar and premolar regions. Gender had no statistically significant effect in the results of the study. Conclusion :There is no differences in alveolar width between adults with skeletal Class II and Class I relationships, so the transverse discrepancy in skeletal Class II when exsists , it is more probably not originated from the alveolar base.
Stability of elements require determination of their dimension, such that
the resulting displacement under static or thermal loads are acceptable.
Those elements have to resist the applied loads so that the structure or any
element does not loss c
onstancy. The most important criteria for stability
is represented via element curvature under the influence of load, that load
is of any type or in any position. Therefor this paper presents derivation
of a theoretical equation to calculate the deflection generated from
heating variation between the top and bottom surface of simple steel
beam, by means of heating transfer expression.