مولانا محمد تقی امینی
’’آفتاب جوغروب ہوگیا‘‘
تیرہ وتار تھی پہلے ہی یہاں شام حیات
;دامن چرخ سے ایک اورستارہ ٹوٹا
Eکوئی بتلاؤ میری قوم کے معصوموں کو
9کون برباد ہواکس کاسہارا ٹوٹا
Jیہی کوئی دن کے ساڑھے بارہ بجے ہوں گے جب ہمارے ایک دوست نے اطلاع دی کہ مولانا محمدتقی امینی صاحب کاانتقال ہوگیا۔یہ خبر سنتے ہی اولاً توسکتہ کی سی کیفیت ہوگئی۔ کانوں کو جیسے یقین نہ آیا ہو۔ابھی تقریباً ایک گھنٹہ قبل انہوں نے مجھے یاد فرمایا تھا۔ میں حاضر ہواتو دیکھا کہ دھوپ سینک رہے ہیں۔ اورخاصے روبہ صحت معلوم ہورہے ہیں لیکن اب اچانک یہ خبر؟کیاواقعی مولٰینا کا انتقال ہوگیاہے۔کیاسچ مچ مولانا ہم سے جدا ہوگئے ہیں؟ کیایہ سچ ہے کہ مولٰینا نے رخت سفر باندھ لیا ہے اور کوچ کرگئے؟ کیاامت کایہ درشاہوار بے نور ہوگیا؟ کیایہ عظیم المرتبت شخصیت ہمیں داغ مفارقت دے گئی ؟ کیااُمّت کی تقدیر کے آسمان سے ایک اورستارہ شہاب ثاقب ہوگیا؟ ___ہم جلدی سے مولٰینا کے گھر کی طرف لپکے مگردروازے ہی پر جیسے کسی نے قدم پکڑ لیے ہوں۔نالہ وشیون کی آوازیں ایسا ثبوت تھیں کہ ہمیں اس خبر پریقین کرنے کے کے سوا کوئی چارہ نہیں تھا ۔
چل بسا داغؔ آہ میت اسکی زیب دوش ہے
آخری شاعر جہان آباد کا خاموش ہے
پروفیسر سابق ڈین فکلٹی آف تھیالوجی مولٰینا محمدتقی امینی صاحب کے اُٹھ جانے سے ایک پوری انجمن خالی ہوگئی ہے،وہ ایک شخصیت نہیں بلکہ ایک کارواں تھے۔ وہ ایک آدمی نہیں بلکہ ایک انجمن تھے۔ایک بزم اورایک محفل تھے۔اگران کوآج کے دور میں علماء کاسرخیل کارواں کہاجائے، میں سمجھتاہوں کہ بے جا نہ ہوگا۔ ان کی ذات اپنے آپ میں ایک ادارہ تھی۔وہ علم وحکمت کاچلتا پھرتا خزانہ تھے۔ اُن کے دم سے علی گڑھ میں علم دین کی قندیل روشن تھی،جب کبھی کوئی دینی، فقہی...
In the Qur'an, Allah mentioned His Beloved ﷺ in addition to his personal names, but also with different attribute names which, apart from his greatness and dignity, highlight different aspects of the life of the Prophet ﷺ. Along with increasing the love of the Prophetﷺ, these names cover various aspects of the Prophet's life, from which many jurisprudential issues can be derived in addition to his dawah life, private and political affairs. Therefore, your names are scattered in the Holy Quran like pearls, which the people of love wrap around their necks and live in the love of the Prophet ﷺ. In the article under review titled "Understanding the Names of the Prophet ﷺ in the Holy Quran and their Importance in Studying the Sirah" the personal and attribute names of the Holy Prophet ﷺ will be explained in the light of different interpretations and hadiths which will not only make it possible to understand the blessed name but will also shed light on various aspects of Seerat Tayyaba.
Key words: Names of the Prophet ﷺ, Prophet's biography, personal names, attribute names, study of the Qur'an.
In this thesis, the shear properties of High Strength Reinforced Concrete (HSRC) beams have been investigated on the basis of available research data and experimental work at Structural Laboratories of University of Engineering and Technology Taxila-Pakistan. The shear capacity of High Strength Reinforced Concrete (HSRC) beams is relatively less investigated in the contemporary research, as most of the research data available is based on the results from normal strength reinforced concrete with compressive strength of 40MPa or less. There is a general consensus amongst the researchers in the field of Structural Engineering and Concrete Technology that the shear strength of HSRC beams, unlike the Normal Strength Reinforced Concrete (NSRC) does not increase, in the same proportion as the increase in the compressive strength of concrete, due to brittle behaviour of the High Strength Concrete. Hence the current empirical equations proposed by most of the building and bridges codes for shear strength of HSRC beams are less conservative as compared to the Normal Strength Reinforced Concrete (NSRC) beams. This major observation by the researchers is the main focus of this research. An extensive literature review of the shear properties of Normal Strength Reinforced Concrete (NSRC) beams and High Strength Reinforced Concrete (HSRC) beams was undertaken. Additionally the shear strength of disturbed region (D-Region) was also studied. In disturbed region the ordinary beams theory based on Bernoulli’s theorem is not applicable. In the literature review of disturbed regions special emphasis was laid over Strut and Tie Model (STM), which is an emerging analysis and design tool in the current research in reinforced concrete. The literature review was followed by the experimental work, which comprised of 70 high strength reinforced concrete beams and 9 two ways high strength concrete cobles. Beams were cast in two sets of 35 beams each, one set without web reinforcement and other with web reinforcement. For each set of 35 beams 3five values of longitudinal reinforcement and seven values of shear span to depth ratio were selected to mainly study the behaviour of slender beams, where typical shear failure can be anticipated. These beams were tested under monotonic load at the mid span to examine the contribution of various parameters like longitudinal steel, shear span to depth ratio, and web reinforcement, on the shear capacity of HSRC beams. It has been observed that the shear strength of beams has been increased with the increase in longitudinal steel and shear reinforcement but it has reduced with the increase in the shear span to depth ratio. The beams with low longitudinal steel ratio and no web reinforcement failed mainly due to shear flexure cracks. However the beams with longitudinal steel ratio of 1% and more failed mainly due to beam action in shear tension failure. The beams with small shear span to depth ratio and large values of longitudinal steel ratio however failed due to shear compression failure. The shear failure of HSC beams with large values of longitudinal steel and shear span to depth ratio was however more sudden and brittle, giving no sufficient warning before failure, which has been observed as serious phenomena in the shear failure of HSC beams. The addition of web reinforcement increased the shear strength of all beams tested. The failure mode was also affected. The obvious contribution of the minimum web reinforcement was avoiding the sudden failure of the HSC beams. These test results were also compared with the equations of some international building and bridges codes and methods for shear strength of HSRC beams. It has been noticed that these equations do not provide equal level of safety in the shear design of HSRC beams. Some of the codes are over conservative, while few others are less conservative for the shear design of HSRC beams. Comparison of the observed shear strength of tested HSRC beams with the results of the codes equations used, reveal that most of these equations are less conservative for shear design of HSRC beams at lower values of longitudinal steel for both cases of beams with and without web reinforcement, particularly for 4longitudinal steel ratio less than1%. Hence additional care may be required for shear design of HSRC beams at large values of shear span to depth ratios. To analyze the behaviour of typical disturbed region in concrete structures, the basic rationale of Strut and Tie Model (STM) was used for the analysis and design of two way corbels. These corbels were tested under monotonic loads applied at the overhanging portion of the corbels. The actual shear capacities of these corbels were compared with the theoretical shear capacities of the corbels worked out with the STM. The actual and theoretical values of the shear were falling close to each other. Their comparison reveals that STM can be further tested as more simple and reliable tool for analysis and design of disturbed region (D-Region) in concrete structures, through more experimental research. Further research work on shear properties of HSRC beams with higher values of compressive strength of concrete in the beam region and more experimental research on the disturbed region including pile caps, deep beams, dapped ended beams and corbels has been recommended at Engineering University-Taxila Pakistan.