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Anchorage of External Tendons in diaphragms Thoroughly designed anchorage and deviation points are a basic requirement for reliable and durable bridge structures with external prestressing. The behaviour of anchorage constructions can be described by regular strutand‐tie‐models. Similar to previous investigations on corner brackets [1] a design procedure for anchorage diaphragms based on simple equations and diagrams is being derived and applied. 相似文献
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