Full Depth Precast Deck Panel Systems Supported by a System of Discrete Haunches
نام عام مواد
[Thesis]
نام نخستين پديدآور
Arzhang Zamani
نام ساير پديدآوران
Badie, Sameh S.
وضعیت نشر و پخش و غیره
نام ناشر، پخش کننده و غيره
The George Washington University
تاریخ نشرو بخش و غیره
2017
مشخصات ظاهری
نام خاص و کميت اثر
512
يادداشت کلی
متن يادداشت
Committee members: Arab, Amir A.; Badie, Sameh S.; Manzari, Majid T.; Roddis, Kim; Silva, Pedro F.
یادداشتهای مربوط به نشر، بخش و غیره
متن يادداشت
Place of publication: United States, Ann Arbor; ISBN=978-0-355-20576-3
یادداشتهای مربوط به پایان نامه ها
جزئيات پايان نامه و نوع درجه آن
Ph.D.
نظم درجات
Civil & Environmental Engineering
کسي که مدرک را اعطا کرده
The George Washington University
امتياز متن
2017
یادداشتهای مربوط به خلاصه یا چکیده
متن يادداشت
Full-depth precast panel systems are one of the categories of accelerated bridge construction. This type of construction has many advantages in comparison with other methods of construction. Per AASHTO LRFD Specifications, the spacing of shear connectors is limited to 4 ft for concrete girders, and 2 ft for steel girders. The maximum spacing for concrete girders increased from 2 ft to 4 ft based on the result of NCHRP 12-65 (NCHRP 584, 2008). The aim of this research is to investigate the possibility of using a discrete system of haunches instead of continuous haunch, extending the spacing of shear connectors to 6 ft spacing for both steel and concrete girders, and develop a full-depth precast deck panel system that has no pocket and all the shear connectors are located at transverse edge of panels. The outcome of this research can help increase the speed of construction, save materials, and simplify production of panels.
موضوع (اسم عام یاعبارت اسمی عام)
موضوع مستند نشده
Engineering; Civil engineering
اصطلاحهای موضوعی کنترل نشده
اصطلاح موضوعی
Applied sciences;Full depth precast deck panel systems;System of discrete haunches
نام شخص به منزله سر شناسه - (مسئولیت معنوی درجه اول )