123456789_123456789_1 | 123456789 | Static System, bearings and supports Foundation supports The foundations are assumed to be fixed support at the bottom. If the foundations (and the piers) have to be verified for concrete and reinforcement, then the supported spring stiffnesses needed to be calculated (UX, UY, UZ, RX, RY, RZ). These values are entered in Supports folder in Attributes
folder in LUSAS. The foundation support conditions donot significantly affect on the deck, as long the piers are not too short.
Pier-deck couplings There are three types A, B and C of coupling top of piers to bottom of deck through the bearings in this bridge. The fixed coupling at the centre pier, A and B for the two side piers. |
At the abutment piers the bearing type A is employed, and type B apply for the pier no. 2 and 4. The type A the bearing is locked for motion in transverse UY direction. The top and bottom plate of this bearing needed to anchorage to bottom of deck, and top of pier, respectively (not shown below).
The bearing's stiffnesses (UX, UY, UZ, RX, RY, RZ) are entered in Joints folder in Material folder in LUSAS. These data are from the bearing producers for the dimensions you choose.
Design of bearings is important since it directly affect on the deck behaviour under loading. The bearing capacity vertical forces must be selected after Max/Min results for ULS load combinations. Refer to ICDAS Design Basis and the text book Concrete Bridge using LUSAS for criteria of bearing's displacement and rotation. |