Kerbala Journal for Engineering Sciences

This article proposes a new design structure of a wideband Microstrip filtering antenna. The
design structure of Microstrip filtering antenna is based on the integration of Parallel Coupled
Microstrip Line Stepped Impedance Resonator (PCML - SIR) filter with the Monopole patch antenna.
The proposed filtering antenna is suitable for high-speed data rate transmission applications, which has
a center frequency ???????? = 5.76 ????????????. The planned structure has a Fractional Bandwidth (FBW) of about
20 %, a return loss ( ???????? = −19 ???????? ) and a gain over the passband frequency equals to ( 2.88 dB). The
proposed microstrip filtering antenna has a good radiation efficiency of about (71.67 %). This design
has an incomplete ground plane and a reversed L-shaped slit loaded. The proposed filtering antenna
design was simulated using Computer Simulation Technology (CST) Studio Suite software. The
design shows a good agreement matching between the PCML-SIR filter and the monopole patch
antenna. The simulation design results showed a low loss in the passband and high suppression of the
spurious responses in the stopband. The main goal of the PCML-SIR design is to use for high-speed
data transmission, which needs to spread frequency spectrum.

The aim of the present work is to examine numerically the structural behavior of steel compact I-section
with different corrugation technique. The experimental results of the ultimate strengths and deflection
of one flat plate and eleven corrugated steel I-section investigated experimentally by the authors were
used to validate the accuracy of the finite element results obtained from Abaqus F.E. program. Some
parameters, like web corrugation width and core corrugation technique, were also examined. Results of
finite element analysis showed a very good agreement with the those of experimental ones through the
ultimate load and maximum displacement convergence. It was ensured from F.E. results that increasing
flange corrugation height by ratio by 13% of web height increase the ultimate load by about 27% with
little decrease in vertical deformation. Also, it was insured that failure mode for most specimens changed
from flexural failure to shear failure. Furthermore, the effect of web corrugation width and changing
flange core corrugation from inclined to vertical direction decrease both ultimate load and deflection of
analyzed specimens [1].

This research aims to study and validate a numerical model for the structural behavior of
partially loaded square high strength reinforced concrete (HSC) columns with an eccentricity of 50
mm from the center (e/h = 0.5) using ABAQUS. For this purpose, nine short HSC columns were
used after they strengthened with carbon fiber reinforced polymer (CFRP) sheets in various
schemes and tested experimentally in terms of their ultimate strengths and complete response to the
load-vertical deflections obtained from a previous research paper under publication to be used to
check the integrity of the arithmetic results. Further parameters were then investigated using the
verified model, such as the influence of extra CFRP layers, different load eccentricities (e/h), and
initial loading ratios. Through rapprochement in the values of both the ultimate load and
deflections, the numerical analysis demonstrated a high level of accordance with the experimental
findings. Results also showed that increasing the number of CFRP sheets for specimens
strengthened comprehensively with CFRP laminates in both transverse and longitudinal directions
increased significantly the ultimate load capacity. At the same time, by decreasing the eccentricity
ratio (e/h), the maximum strength and deflections for all specimens strengthened fully or partially
with CFRP sheets were enhanced. Indeed, the results showed that increasing the initial loading
ratios of the strengthened samples led to a decrease in the ultimate load.

The urban fabric of old cities witnesses multiple transformations, which makes it prone to
crumbling. Things like the development projects or events such as war affect the morphology of the
city and its urban features. The old cities represent the most critical part of the larger city, usually
representing the original city’s ancient essence. The importance of those urban landmarks in this
historical center enhances the attractiveness of the old part of the city and are considered the origin
of this fabric. This research will aim to analyze the urban transformations resulting from urban
development projects or wars in central Karbala city. The transformation of the urban fabric was
developed during three-time phases that contributed to highlighting the holy landmarks in the city.
The first stage starts with the basics before the development process. The second stage is the initial
development stage and the events of 1991 that destroyed parts of the city. The third stage represents
the analysis of the last urban development project of the Karbala Centre, which is under
implementation. The results showed a discrepancy in the areas occupied by the city's landmarks. The
highest percentage of the landmark area was achieved in the third phase, and the lowest was in the
first phase, due expand the spaces surrounding most of the landmarks of the Al-Taf event, to be more
dominant. Also, the project aims to highlight the landmarks of the original city through the method
of access and ease of perception by the recipient and providing nodes and paths that are consistent
with the movement of the Al-Taf event.

The present paper deals with the effect of a densely populated area on operating the combined
sewage system under higher rainfall intensities using the Storm Water Management Model (SWMM)
modelling program. The aim is to simulate a future increase in rainfall intensities for reducing the
combined sewage system overflow in the study area, which was the AL-Rashadiya quarter in the city
of Najaf, Iraq. The high rainfall intensities have been modelled using the SWMM software to estimate
the maximum flooding volumes in the combined sewage system of the study area. To evaluate the
models’ performance, a comparison process was used between the values of the pipes flow rates of
the combined sewage system models with the design flow rates and the flow rates of only one
available event modelling during the study interval. The comparison results showed a good and
convergent performance for these models. The results of the flooding volumes using different values
of rainfall intensities and different return periods, which were 2,5,10 and 25 years, in the modelling
of the combined sewage system are 3817, 6912, 8929, and 13434 m3
, respectively. The suggested
scenario included increasing diameters of some pipes in the combined sewage system pipelines. The
results using this scenario showed a reduction in the total flooding percentage from the integrated
sewage system of 53.52%,39.65%,33.3%, and 24.41%. The present study can provide technical
support for using software in the planning, controlling, and tests of the sewer systems, which
contribute to solving the sewer systems problems.