141 research outputs found

    Mining for Culture: Reaching Out of Range

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    The goal of this paper is to present a tool that will sustain the development of culturally relevant computing artifacts by providing an effective means of detecting culture identities and cultures of participation. Culturally relevant designs rely heavily on how culture impacts design and though the guidelines for producing culturally relevant objects provide a mechanism for incorporating culture in the design, there still requires an effective method for garnering and identifying said cultures that reflects a holistic view of the target audience. This tool presents culturally relevant designs as a process of communicating with key audiences and thus bridging people and technology in a way that once seemed out of range

    Testing of New Bridge Rail and Transition Designs, Volume VII: Appendix F, 32-in (813-mm) F-Shape Bridge Railing

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    DTFH61-86-C-00071The 32-in. (813-mm) F-shape concrete parapet is similar to the New Jersey safety shape. The F-shape was designed and tested to performance level two of the 1989 AASHTO Guide Specifications for Bridge Railings and acceptable performance was obtained. Computed ultimate strength of the railing with the steel reinforcement used was 59 kips (263 kN)

    Testing of New Bridge Rail and Transition Designs, Volume III: Appendix B, BR27D Bridge Railing

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    DTFH61-86-C-00071A combination concrete parapet and metal railing for performance level one of the 1989 AASHTO Guide Specifications for Bridge Railings was designed and tested while mounted both on a sidewalk and flush on the deck. The upper portion of the railing permits some visibility through the railing while the 42-in. (1.07-m) height is provided for pedestrians. Acceptable performance was demonstrated in the tests

    Testing of New Bridge Rail and Transition Design, Volume XII: Appendix K, Oregon Transition

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    DTFH61-86-C-00071A transition for the Oregon side-mounted thrie-beam bridge railing was developed and tested to performance level one of the 1989 AASHTO Guide Specifications for Bridge Railings. Acceptable performance of the transition was demonstrated. Post spacing in the transition area is 3 ft 1 1/2 in. (953 mm). A 12 ft 6 in. (3.81 m) length of thrie-beam which curves behind the guardrail post on the approach end is used in the transition

    Testing of New Bridges Rail and Transition Designs, Volume V: Appendix D, 32-in (813-mm) Concrete Parapet Bridge Riling

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    DTFH61-86-C-00071The 32-in. (813-mm) concrete parapet has a flat vertical traffic face with a thickened section along the top. The flat vertical face serves to smoothly redirect vehicles without imparting upward force on the vehicle. It was designed and tested to performance level two of the 1989 AASHTO Guide Specifications for Bridge Railings. Acceptable performance was demonstrated

    Testing of New Bridge Rail and Transition Designs, Volume XI: Appendix J, 42-in (1.07-m) F-Shape Bridge Railing

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    DTFH61-86-C-00071A 42-in. (1.07-m) high F-shape concrete parapet bridge railing was designed and tested to performance level three of the 1989 AASHTO Guide Specifications for Bridge Railings. The parapet has a thickened section along the top to stiffen the top edge and enhance longitudinal distribution of the load. It was mounted on a 10-in. (254-mm) simulated bridge deck overhang. Acceptable performance of the parapet was demonstrated
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