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<title>الرسائل والاطاريح الجامعية | University Theses and Dissertations</title>
<link href="http://148.72.244.84/xmlui/handle/123456789/1" rel="alternate"/>
<subtitle/>
<id>http://148.72.244.84/xmlui/handle/123456789/1</id>
<updated>2026-04-18T09:37:55Z</updated>
<dc:date>2026-04-18T09:37:55Z</dc:date>
<entry>
<title>Structural Behavior Of Smart Beams Reinforced With Super Elastic Shape Memory Alloy Rebar (SMA)</title>
<link href="http://148.72.244.84/xmlui/handle/xmlui/2688" rel="alternate"/>
<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">Structural Behavior Of Smart Beams Reinforced With Super Elastic Shape Memory Alloy Rebar (SMA)
كرار معلك حنون
Abstract&#13;
Reinforced concrete beam with shape memory alloy rebar (SMA) is&#13;
a new type of smart beam that is an important part of smart seismic&#13;
structural systems developed to decrease the effects of earthquakes while&#13;
maintaining approximately the same load carrying capacity as compared&#13;
with conventional concrete beams. Shape memory alloy rebar has the&#13;
ability to recover its normal shape after exposure to loads by removing&#13;
loads or exposure to heat, and this property is so important in terms of&#13;
enhancing seismic structural performance. In this thesis, an experimental&#13;
investigation is carried out to study concrete beams for two effective&#13;
types of loads, monotonous loads and repeated loads and the behaviour of&#13;
normal reinforced concrete beams&#13;
The experimental program tests eight normal beams with dimensions&#13;
of 1450mm×250mm×150mm. The specimens are divided into three&#13;
groups according to the percentage of SMA rebars that reinforced beams&#13;
in bottom longitudinal direction. Each group included four beams, two as&#13;
reference beams and two as variations which had reinforcing details&#13;
similar to the other. The two reference beams are reinforced with steel&#13;
bars in the longitudinal direction representing flexural reinforcement,&#13;
which acts as control beams in the three groups. The first group has a&#13;
percentage of the SMA rebars in flexural reinforcement, 25% of the total&#13;
flexural reinforcement. The second group beam has a percentage of the&#13;
SMA rebars in flexural reinforcement, 50% of the total flexural&#13;
iv&#13;
reinforcement. The third group beam has a percentage of the SMA rebars&#13;
in flexural reinforcement, 75% of the total flexural reinforcement. For the&#13;
three groups, one beam was tested by monotonic load and compared to a&#13;
reference that tested by monotonic load, and last beam is tested by&#13;
repeated load within a specific protocol and compared by a reference&#13;
beam that tested also by repeated load&#13;
The experimental results showed that the ultimate load decreased by&#13;
using SMA bars in (25%, 50%, 75% ) of total flexural reinforcement&#13;
about (2.66,18.93, 44.66%) respectively, in the case of monotonic&#13;
loading and (9.825%, 21.776%, 42.78 %) in case of repeated loading. The&#13;
deflection increased by using SMA in (25%, 50%, 75% ) percentage of&#13;
total flexural reinforcement about (14.45%, 19.18%, 3.491%)&#13;
respectively, in case of monotonic loading and (18.8%, 6.213%, 3.084%)&#13;
in case of repeated loading. The ductility increased by using SMA bars in&#13;
(25%, 50%, 75% ) of total flexural reinforcement about (37.446%,&#13;
92.4%, 18.116%) respectively, in case of repeated loading, while in case&#13;
of monotonic loading, ductility increased by using SMA bar in (25%,&#13;
50%, 75%) of total flexural reinforcement about (32.05%, 73.89%,&#13;
3.236%). The Absorbed energy increased by using SMA bars in (25%) of&#13;
total flexural reinforcement about (5.15%, 12.24%) in case of monotonic&#13;
and repeated loading, respectively, while by using SMA bars in&#13;
(50%,75%) of total flexural reinforcement in case monotonic loading,&#13;
Absorbed energy decreased about (9.26%, 42.48%), and in case of&#13;
repeated loading it decreased about (14.55%, 28.08%). The Nitinol alloy&#13;
had a positive effect in reducing distortions, as well as a relative return of&#13;
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 href="http://148.72.244.84/xmlui/handle/xmlui/16963" rel="alternate"/>
<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">نموذج التعلم العميق للكشف عن متلازمة المباني المريضة
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 href="http://148.72.244.84/xmlui/handle/xmlui/16962" rel="alternate"/>
<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">نهج التعلم الآلي القائم على تخطيط كهربية الدماغ للكشف المبكر عن مرض الزهايمر في العراق
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 href="http://148.72.244.84/xmlui/handle/xmlui/16961" rel="alternate"/>
<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">اختيار الميزات الهجينة ونماذج التعلم العميق لاكتشاف الأدوية
مروة عبد الكريم
</summary>
<dc:date>2025-01-01T00:00:00Z</dc:date>
</entry>
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