مولانا شاہ حلیم عطا
دوسرا حادثہ دارالعلوم ندوۃ العلماء کے شیخ الحدیث مولانا شاہ حلیم عطا صاحب کی وفات ہے، وہ حضرت شاہ پیر محمد عطا سلونویؒ کی اولاد میں تھے اور موجودہ سجادہ نشین شاہ نعیم عطا صاحب کے چھوٹے بھائی تھے۔ یہ خاندان علم و فضل دونوں کا جامع رہا ہے۔ شاہ حلیم عطا صاحب بڑے وسیع النظر عالم اور اسلامی علوم کا زندہ کتب خانہ تھے۔ خصوصاً حدیث اور اس کے متعلقہ فنون پر ان کی نظراتنی گہری اور وسیع تھی کہ اس دور کے علماء میں اس کی مثالیں کم ملیں گی۔ حضرت الاستاذؒ فرمایا کرتے تھے کہ شاہ صاحب کے علم کی تھا نہیں ملتی اور اس علم و فضل کے ساتھ ایسے خاکسار اور متواضع، سادہ مزاج اور بھولے بھالے تھے کہ ان کو دیکھ کر کوئی شخص مشکل سے ان کے لکھے پڑھے ہونے کا گمان کرسکتا تھا۔ اپنے سے کمتر علم والوں کی باتیں اس شوق اور توجہ سے سنتے کہ معلوم ہوتا خود استفادہ کررہے ہیں۔ حافظہ حیرت انگیز تھا، کتابوں کے صفحے کے صفحے زبانی یاد تھے مگر ان کمالات کے ساتھ قوت گویائی اور قوت ِ تحریر نہ تھی، اس سے بھی زیادہ ان کی تواضع اور استغنانے ان کو نام و نمود سے بے نیاز کردیا تھا، اس لیے ایک محدود علمی حلقہ کے سوا علمی دنیا بھی ان کے کمالات سے واقف نہ ہوسکی، تقریباً پندرہ سال سے دارالعلوم ندوۃ العلماء میں حدیث نبوی کا درس دیتے تھے اور اسی مبارک شغل میں چند دنوں فالج میں مبتلا رہ کر انتقال کیا۔ انتقال کے وقت ۶۵ سال کی عمر رہی ہوگی۔ اﷲ تعالیٰ اس پیکر علم و اخلاق کو اس کے پاک شغل کے طفیل میں عالم آخرت کی سربلندی عطا فرمائے۔
(شاہ معین الدین ندوی، نومبر ۱۹۵۵ء)
مولانا شاہ حلیم...
In the context of blasphemy issue, the present study examines the socio-cultural elements in the Moral Ethics syllabi functional at the different universities of Pakistan. As per our hypothesis, ME syllabi lack some important socio-cultural elements responsible for handling hate crimes, especially the issue of blasphemy. For testing the proposed hypothesis, available ME syllabi were collected from the official websites of different universities. Collected ME syllabi were examined through the method of content analysis. After examining literature review, necessary socio-cultural factors (SCFs) were listed and the selected syllabi were evaluated through this list of SCFs. Our study findings endorse the primary hypothesis that majority of universities has adopted the foreign model of ME syllabi without adapting them according to indigenous social and cultural needs. Additionally, the most important SCFs; knowledge of blasphemy laws (KBL) and real-life dilemmas (RLD), are mostly absent in the existing ME syllabi.
Analysis for the structural behavior of reactor containments under Impact/Explosive loadings is an emerging field of research . The containment is the most important structure in a nuclear power plant. It is classified as a Seismic Category 1 Structure. Its protection against external aggression such as explosion, aircraft, missiles and fires is essential to keep the masses safe from the hazards of radiation. The present study has, therefore, been directed to study the effect of external explosion on a typical reinforced concrete containment structure. The general practice is to utilize the air blast pressure values in the structural analysis and design against external explosion. The ground shock parameters are usually neglected during blast resistant analysis and design. Many empirical relations have been proposed in the past to calculate the airblast pressure. Most of them, however, only predict peak pressure values. In this thesis, not only the airblast parameters have been studied but also the ground shock parameters have been dealt with. Therefore, the thesis deals with the experimental determination of relationships of following airblast and ground shock parameters against scaled distance on a reactor containment scaled model. Airblast Time History Parameters (a) Peak pressure (P so ) (b) Shock wave front arrival time (T a ) (c) Rising time (T r ) (d) Decreasing time (T d ) (e) Duration of the positive pressure phase (T ) Ground Shock Time History Parameters (f) Peak Particle Acceleration (PPA) (g) Arrival Time ( t a ) (h) Shock Wave Duration (t d ) (i) Time lag between ground shock and air blast pressure arrival at structures (T lag ) xviiiThe results have been compared with that of previous researchers and CONWEP. The variation of results is due to curved surface of containment model. In the second part of the study, full scale typical reactor containment has been modeled against external blast loads varying from 30 t to 160 t of Trinitrotoluene (TNT) at a detonation distance of 50-200 m using the above mentioned relationships. . . It is concluded that all the failure points lie either within the lowest 10m region or at top of the shell. It is observed that an increase of 5-20 MPa occurs with the simultaneous application of air blast and shock wave on reinforced concrete containment as compared to that of airblast only. It shows that an accurate analysis of structural response and damage of structures to a nearby external explosion requires application of ground shock and air blast pressure time history parameters at the same time. A comparative study has also been carried out to calculate the critical distance for the various external blast charges. The distances at which 90% of the shell elements have failed may be termed as critical distances. In the present study, the critical distances vary from 110 to 200 m for above blast charges. . The 70% of the shell elements are cracked on both faces and may be described as doubly cracked gauss points. These occur at the locations which have been crushed in the plastic range. The research work and the conclusions drawn may be utilized for evaluation of the effect of an external explosion on the reinforced concrete containments of other reactors.