114 research outputs found

    The tragic vision of John Ford

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    Thesis (Ph.D.)--Boston University.The dissertation analyzes the changes in the tragic vision in four of John Ford's plays. The term "tragic vision" refers to a particular view of the nature of the universe and of man. Although a sensed moral order gives meaning to the events, the representation of radical and inevitable evil and the emphasis on suffering suggest a dark universe. Man's potentialities are centered in a sympathetic hero whose greatness enables him to face insoluble moral problems, to endure suffering, and to come to new knowledge. From these elements arise the emotions of pity, fear, and wonder. Preoccupation either with the alleged immorality or with the alleged determinism in Ford's tragedies has until recently prevented a full discussion of their tragic nature. Since the view now widely accepted holds both that the plays are moral and that the characters are not wholly determined, it becomes easier to study the plays as tragedy, but as yet no one has attempted to describe the development of Ford's tragic vision. This effort has not been made perhaps because the chronology of the plays is difficult to determine. On the basis of available evidence and in agreement with a number of critics, the following order of composition is tentatively supposed: 'Tis Pity She's a Whore, Love's Sacrifice, The Broken Heart, and Perkin Warbeck. A study of the tragic vision supports this chronology [TRUNCATED

    Growing Up

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    Non-fiction by Sandra Orbiso

    Post War Problems of Legal Examining Agencies

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    A Symposium on Post War Problems of the Legal Profession

    The Administration of Rent Rationing and Price Control Legislation

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    Symposium: The Administration of Rent Rationing and Price Control Legislatio

    Block shear failure planes of bolted connections — Direct experimental verifications

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    This paper presents direct experimental verifications of the active shear planes in bolted connections, previously identified by the first author for determining the block shear capacity. The laboratory test results were obtained by independent researchers for specimens where the applied loads were resisted by the block in shear only. The first set consists of five bolted connection specimens in the webs of wide flange sections where the tensile resistance planes had been sawn off. The second set consists of ten bolted connection specimens each in one leg of an angle section that had fractured completely along the net tensile plane through a block shear failure. Comparisons among the gross, net, and active shear planes against the independent laboratory test results showed that the critical shear planes of bolted connections were best represented by the active shear planes rather than either the gross or the net shear planes. It is also pointed out that full or almost full shear strain hardening was generally achieved at the ultimate limit state of block shear failure of bolted connections in hot-rolled steel plates or sections, irrespective of the connection length. Verification against independent laboratory test results of tee sections bolted at the web reinforces this point
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