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  <title>DSpace Community:</title>
  <link rel="alternate" href="http://148.72.244.84/xmlui/handle/123456789/1" />
  <subtitle />
  <id>http://148.72.244.84/xmlui/handle/123456789/1</id>
  <updated>2026-04-23T15:59:45Z</updated>
  <dc:date>2026-04-23T15:59:45Z</dc:date>
  <entry>
    <title>Structural Behavior Of Smart Beams Reinforced With Super Elastic Shape Memory Alloy Rebar (SMA)</title>
    <link rel="alternate" href="http://148.72.244.84/xmlui/handle/xmlui/2688" />
    <author>
      <name>كرار معلك حنون</name>
    </author>
    <id>http://148.72.244.84/xmlui/handle/xmlui/2688</id>
    <updated>2024-02-20T08:22:18Z</updated>
    <published>2022-01-01T00:00:00Z</published>
    <summary type="text">Title: Structural Behavior Of Smart Beams Reinforced With Super Elastic Shape Memory Alloy Rebar (SMA)
Authors: كرار معلك حنون
Abstract: Abstract&#xD;
Reinforced concrete beam with shape memory alloy rebar (SMA) is&#xD;
a new type of smart beam that is an important part of smart seismic&#xD;
structural systems developed to decrease the effects of earthquakes while&#xD;
maintaining approximately the same load carrying capacity as compared&#xD;
with conventional concrete beams. Shape memory alloy rebar has the&#xD;
ability to recover its normal shape after exposure to loads by removing&#xD;
loads or exposure to heat, and this property is so important in terms of&#xD;
enhancing seismic structural performance. In this thesis, an experimental&#xD;
investigation is carried out to study concrete beams for two effective&#xD;
types of loads, monotonous loads and repeated loads and the behaviour of&#xD;
normal reinforced concrete beams&#xD;
The experimental program tests eight normal beams with dimensions&#xD;
of 1450mm×250mm×150mm. The specimens are divided into three&#xD;
groups according to the percentage of SMA rebars that reinforced beams&#xD;
in bottom longitudinal direction. Each group included four beams, two as&#xD;
reference beams and two as variations which had reinforcing details&#xD;
similar to the other. The two reference beams are reinforced with steel&#xD;
bars in the longitudinal direction representing flexural reinforcement,&#xD;
which acts as control beams in the three groups. The first group has a&#xD;
percentage of the SMA rebars in flexural reinforcement, 25% of the total&#xD;
flexural reinforcement. The second group beam has a percentage of the&#xD;
SMA rebars in flexural reinforcement, 50% of the total flexural&#xD;
iv&#xD;
reinforcement. The third group beam has a percentage of the SMA rebars&#xD;
in flexural reinforcement, 75% of the total flexural reinforcement. For the&#xD;
three groups, one beam was tested by monotonic load and compared to a&#xD;
reference that tested by monotonic load, and last beam is tested by&#xD;
repeated load within a specific protocol and compared by a reference&#xD;
beam that tested also by repeated load&#xD;
The experimental results showed that the ultimate load decreased by&#xD;
using SMA bars in (25%, 50%, 75% ) of total flexural reinforcement&#xD;
about (2.66,18.93, 44.66%) respectively, in the case of monotonic&#xD;
loading and (9.825%, 21.776%, 42.78 %) in case of repeated loading. The&#xD;
deflection increased by using SMA in (25%, 50%, 75% ) percentage of&#xD;
total flexural reinforcement about (14.45%, 19.18%, 3.491%)&#xD;
respectively, in case of monotonic loading and (18.8%, 6.213%, 3.084%)&#xD;
in case of repeated loading. The ductility increased by using SMA bars in&#xD;
(25%, 50%, 75% ) of total flexural reinforcement about (37.446%,&#xD;
92.4%, 18.116%) respectively, in case of repeated loading, while in case&#xD;
of monotonic loading, ductility increased by using SMA bar in (25%,&#xD;
50%, 75%) of total flexural reinforcement about (32.05%, 73.89%,&#xD;
3.236%). The Absorbed energy increased by using SMA bars in (25%) of&#xD;
total flexural reinforcement about (5.15%, 12.24%) in case of monotonic&#xD;
and repeated loading, respectively, while by using SMA bars in&#xD;
(50%,75%) of total flexural reinforcement in case monotonic loading,&#xD;
Absorbed energy decreased about (9.26%, 42.48%), and in case of&#xD;
repeated loading it decreased about (14.55%, 28.08%). The Nitinol alloy&#xD;
had a positive effect in reducing distortions, as well as a relative return of&#xD;
the beams to its original place.</summary>
    <dc:date>2022-01-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>نموذج التعلم العميق للكشف عن متلازمة المباني المريضة</title>
    <link rel="alternate" href="http://148.72.244.84/xmlui/handle/xmlui/16963" />
    <author>
      <name>حيدر قاسم</name>
    </author>
    <id>http://148.72.244.84/xmlui/handle/xmlui/16963</id>
    <updated>2026-01-04T08:55:37Z</updated>
    <published>2025-01-01T00:00:00Z</published>
    <summary type="text">Title: نموذج التعلم العميق للكشف عن متلازمة المباني المريضة
Authors: حيدر قاسم</summary>
    <dc:date>2025-01-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>نهج التعلم الآلي القائم على تخطيط كهربية الدماغ للكشف المبكر عن مرض الزهايمر في العراق</title>
    <link rel="alternate" href="http://148.72.244.84/xmlui/handle/xmlui/16962" />
    <author>
      <name>نيكار م شفيق</name>
    </author>
    <id>http://148.72.244.84/xmlui/handle/xmlui/16962</id>
    <updated>2026-01-04T08:32:32Z</updated>
    <published>2025-01-01T00:00:00Z</published>
    <summary type="text">Title: نهج التعلم الآلي القائم على تخطيط كهربية الدماغ للكشف المبكر عن مرض الزهايمر في العراق
Authors: نيكار م شفيق</summary>
    <dc:date>2025-01-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>اختيار الميزات الهجينة ونماذج التعلم العميق لاكتشاف الأدوية</title>
    <link rel="alternate" href="http://148.72.244.84/xmlui/handle/xmlui/16961" />
    <author>
      <name>مروة عبد الكريم</name>
    </author>
    <id>http://148.72.244.84/xmlui/handle/xmlui/16961</id>
    <updated>2026-01-04T07:53:46Z</updated>
    <published>2025-01-01T00:00:00Z</published>
    <summary type="text">Title: اختيار الميزات الهجينة ونماذج التعلم العميق لاكتشاف الأدوية
Authors: مروة عبد الكريم</summary>
    <dc:date>2025-01-01T00:00:00Z</dc:date>
  </entry>
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