ھدف البحث الـــــى : ١ -إعداد تدریبات القوة الارتدادیة في وسطین متباینین على بعض المؤشرات الفسیولوجیة لتطویر القوة الانفجاریة ودقة مھارتي الأرسال والضرب الساحق بالكرة الطائرة . ٢ -التعرف على تأثیر تدریبات القوة الارتدادیة في وسطین متباینین على بعض المؤشرات الفسیولوجیة لتطویر القوة الانفجاریة.. ٣ -التعرف على تأثیر تدریبات القوة الارتدادیة في وسطین متباینین على دقة مھارتي الأرسال والضرب الساحق بالكرة الطائرة ٤ -التعرف على الفروق بین المجموعتین التجریبیتین في الاختبارات البعدیة على بعض المؤشرات الفسیولوجیة لتطویر القوة الانفجاریة و ودقة مھارتي الأرسال الضرب الساحق بالكرة الطائرة. تمثل منھج البحث : بالمنھج التجریبي ذو المجموعتین المتكافئتین ذات الاختبارین القبلي والبعدي. وعینة البحث ھم لاعبو المدرسة التخصصیة بالكرة الطائرة بغداد \ الكرخ وعددھم ١٢ تم تقسیمھم الى مجموعتین كل مجموعة ( لاعبا ٦ (لاعبین تمثل ً المجموعة الأولى (٦ (لاعبین للتدریب في الیابسة والمجموعة الثانیة (٦ (لاعبین في الوسط المائي . وتمثل المنھج المستخدم بالبحث لمدة (٣٨ (وحدة تدریبیة إذ تم أعداد مجموعة تمرینات للقوة الارتدادیة في الوسط المائي والیابسة . واستنتجت الباحثة ما یأتي : للتدریبات الارتدادیة المستخدمة على الیابسة لھا تأثیر إیجابي في القوة الانفجاریة للمجموعة التجریبیة الأولى . للتدریبات الارتدادیة في الوسط المائي تأثیر إیجابي في القوة الانفجاریة للمجموعة التجریبیة الثانیة . للتدریبات الارتدادیة تأثیر ایجابي على بعض المؤشرات الفسیولوجیة
الخلاصة
تتناول هذه الورقة مخططات وسياسات الاستيطان في الضفة الغربية والقدس الشرقية منذ العام 1967، عبر سياسات قادها حزب العمل وأكملها حزب الليكود وكاديما وبقية الأحزاب الإسرائيلية، تلك السياسات التي استهدفت فرض السيطرة السياسية الكاملة على الأرض، وما نتج عن ذلك من سيطرة حصرية على الأرضوتقييد استخداماتها، ومحاصرة الوجود الفلسطيني والتضييق عليه، وتحويل مراكز ال
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... Show MoreBiaxial hollow slab is a reinforced concrete slab system with a grid of internal spherical voids included to reduce the self-weight. This paper presents an experimental study of behavior of one-way prestressed concrete bubbled slabs. Twelve full-scale one-way concrete slabs of (3000mm) length with rectangular cross-sectional area of (460mm) width and (150mm) depth. Different parameters like type of specimen (solid or bubbled slabs), type of reinforcement (normal or prestress), range of PPR and diameter of plastic spheres (100 or 120mm) are considered. Due to the using of prestressing force in bubbled slabs (with ratio of plastic sphere diameter D to slab thickness H, D/H=0.67), the specimens showed an increase in ultimat
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