In this paper, we propose a method of fusing sentence information and word frequency information for the SemEval 2021 Task 1-Lexical Complexity Prediction (LCP) shared task. In our system, the sentence information comes from the RoBERTa model, and th
e word frequency information comes from the Tf-Idf algorithm. Use Inception block as a shared layer to learn sentence and word frequency information We described the implementation of our best system and discussed our methods and experiments in the task. The shared task is divided into two sub-tasks. The goal of the two sub-tasks is to predict the complexity of a predetermined word. The shared task is divided into two subtasks. The goal of the two subtasks is to predict the complexity of a predetermined word. The evaluation index of the task is the Pearson correlation coefficient. Our best performance system has Pearson correlation coefficients of 0.7434 and 0.8000 in the single-token subtask test set and the multi-token subtask test set, respectively.
This paper introduces the system description of the hub team, which explains the related work and experimental results of our team's participation in SemEval 2021 Task 7: HaHackathon: Detecting and Rating Humor and Offense. We successfully submitted
the test set prediction results of the two subtasks in the task. The goal of the task is to perform humor detection, grade evaluation, and offensive evaluation on each English text data in the data set. Tasks can be divided into two types of subtasks. One is a text classification task, and the other is a text regression task. What we need to do is to use our method to detect the humor and offensive information of the sentence as accurately as possible. The methods used in the results submitted by our team are mainly composed of ALBERT, CNN, and Tf-Idf algorithms. The result evaluation indicators submitted by the classification task are F1 score and Accuracy. The result evaluation index of the regression task submission is the RMSE. The final scores of the prediction results of the two subtask test sets submitted by our team are task1a 0.921 (F1), task1a 0.9364 (Accuracy), task1b 0.6288 (RMSE), task1c 0.5333 (F1), task1c 0.0.5591 (Accuracy), and task2 0.5027 (RMSE) respectively.
Recently، digital image authentication technologies have gained much attention because of
their importance in many multimedia applications. In general digital images are
transmitted over unsaved media such as the internet and many types of computer
networks.
Applications may require a large amount of safety such as military applications and
medical applications. Therefore the digital images must be protected against any
modifications، which may lead to influence the decisions that associated with them.
In this paper، a general scheme based on Steganography & Perceptual Image Hashing
techniques was proposed to enhance the security of digital image transmission. In the final
test stage, we checked the accuracy of the proposed scheme against potential modifications
was studied, by applying different levels of compression and changing the contrast &
brightness level of the image. For analyzing the final results, we computed the matching
ratio between the original hash vector and the embedded hash vector. As a result، we
achieved a near perfect match ratio even after applying the image compression level or
changing its brightness level (approximately 99.9%), while the match ratio decreased
significantly with the increase of the contrast level of the image (approximately 94%).
This research is concerned in modeling the problem of sloshing in
moving cylindrical containers in ANSYS program where we model
the problem on a partially filled cylinder then we find the resonant
frequencies in addition to study the interaction between the cylinder
and the fluid.
This research includes a numerical study using Finite Element Method aims to
evaluate the ability and accuracy of using Non-destructive Impact Response Method in the
assessment of length and cross-sections of intact concrete pile (not deformed) in
both time
and frequency domains. Therefore, an appropriate numerical model depends on the
modeling of both impact force (impulsive load) and distributing medium (pile + soil) and
insert them in computing software ABAQUS was carried out. The numerical model was
verified corresponding to field measures obtained from literature review and the results
showed good agreement between measures and numerical results. Furthermore, the model
was applied on a typical example in order to study vibration distribution in the pile due to
impulsive load applied on pile top. Mechanical response curve of intact pile was obtained.
Then, both of length and cross-section area of the pile were determined. Finally,
parametrical study of most important factors (stiffness of soil surrounding the pile and
length of pile embedded in the soil) effect on vibration distribution resulted from impulsive
load applied on pile top. The parametrical study was carried out in two domains; first one
was time domain depending on the direct analysis of particle displacement and velocity
and the second was frequency domain depending on analysis of pile mechanical response
curve. The results of this research enables to use the proposed numerical model to
numerically obtain the time history of particle displacement and velocity in addition to the
curve of mechanical response computed in the pile top and forms reference diagrams
which is used later to compare with similar diagrams resulted from field test of executed
piles. As a result, pile integrity test and detecting of defects in the piles if any. In addition,
the limits of the use of both analysis methods adapted in research and choose the best
between them according to the case study.
طريقة العناصر المنتهية
Finite element method
اختبار سلامة الأوتاد
تجارب الصدم غير المخربة
السجلات الزمنية للإهتزازات
تابع قابلية الحركة
منحني الإستجابة الميكانيكية للوتد
المجالين الزمني و الترددي
Pile Integrity Test
impulsive load
nondestructive impact tests
vibration time history
mobility function
pile mechanical response curve
time and frequency domains
ABAQUS
المزيد..
Response spectrum analysis and equivalent static analysis is widely used by
engineers and engineering offices to estimate buildings and structures response
to earthquakes. But performance based procedures to evaluate buildings and new
designs acco
rding to Syrian code and other international codes require response
analysis using smallest of earthquake records, where we can estimate
engineeringdemandparameters(EDPs)—
floordisplacements,storydrifts,memberforces,memberdeformations,etc.—
ofbuildingsandspecialstructuressubjectedtogroundmotions, consecutively to
verify required performance criteria.
Theserecordsshouldbeproperlyselectedandscaledincompliancewithsitespecifichazardconditionstoestimate
(EDPs) and ensure that they verify
―expected‖ median demands.
In this study, background, selection procedures compatible with Syrian
code, and review of most scaling methods were introduced. The structural
response was studied by comparing displacements due to response spectrum
analysis, scaled records using PGA, and synthetic time histories records in time
domain and frequency domain (generated according to Syrian response
spectrum). Tow three-dimensional models of real buildings in Lattakia city were
used as study cases, the results obtained by 20 analysis processes. The results
show that analysis using synthetic records compatible with Syrian code give
noticeably less displacements estimates comparing with response spectrum
analysis and analysis using records scaled by PGA scaling.
The educational process at universities affected many of the physical ,human and
administrative factors ,and to determine the extent of the impact of each of these factors in
the educational process to reflect the efficiency, It is considered a ver
y difficult process .In
order to achieve output of higher education , we have to stand at the level of the
educational process efficiency and performance in universities, because it is affected by
many of the physical , human and administrative factors . which invited us to devise a
quantitative method for evaluating and measuring the educational process efficiency and
performance in school undergraduate courses. By arranging different success rates, as well
as through special test success rates in the decision, and the results that were obtained:
1-Devise mathematical relationship to measure the educational process efficiency
and performance through the installation of the proportion of applicants and the proportion
of the general success and the success rate for in decision.
2-Devise mathematical relationship to measure the educational process efficiency
and performance in courses through the test of the success rate for in decision.
3-The crisis experienced by the country has reversed dramatically and negatively
educational process efficiency and performance in courses in different years, and according
to the scientific departments.
الغاية من هذا البحث بناء نظام لتصنيف نطق الأرقام الانكليزية وذلك بالاعتماد على نماذج ماركوف المخفية في التصنيف وذلك بالاعتماد على طيف الإشارة في استخراج سمات الإشارات
The quality of the teaching process at the university are difficult to measure and
determine the amount of quality, because they are influenced by many of the physical,
human and administrative factors, which invited us to devise a quantitative met
hod for
evaluating and measuring the quality of the results the examination in the courses the
university through distribution analysis Recurring of the results of each course separately
and each year, either College was a theory or application, and then make a matching test
for distribution with the actual distribution Recurring Recurring theoretical standard beta
distribution using Chi-square test, and the results that have been obtained:
1. devise mathematical relationship to measure the quality of the examination results
in university courses.
2. the expense of the quality of the examination results of some courses in some four
years in the Faculty of Economics at the University of Tishreen.
3. The quality of the examination results differ from the success rate.
In this study, basic methodologies and procedures for generation
synthetic time histories in time domain and frequency domain are
summarized. These synthetic time histories are matching Syrian
spectrum and compatible with wide range of buildings m
odels and
soil types according to the seismic parameters of Lattakia city. This
paper will discuss the Selection and scaling criteria of three real
time history records available in strong ground motion databases to
satisfy the Syrian spectrum, and the suitability as input to time
history analysis of civil engineering structures.