题名: |
Rotation Limit For Elastomeric Bearings. |
作者: |
stanton, j. f. roeder, c. w. mackenzie-helenwein, p. white, c. kuester, c. |
关键词: |
construction, amplitudes, steels, axial symmetry, static loads, testing, design, quality control, quality assurance, shear properties, creep, shrinkage, thermal analysis, evaluation |
摘要: |
The response of elastomeric bridge bearings to imposed rotations was studied using testing and analysis. The program concentrated on steel-reinforced elastomeric bearings. The demand on typical bearings was evaluated by analyzing a range of bridges and evaluating the amplitudes of the axial loads and rotations on the bearings that are likely to occur in practice. During this process, it was found that cyclic axial forces cause larger strains in the elastomer than do the cyclic rotations. However, resource limits in the program precluded cyclic axial testing, and the discovery was anyway made quite late in the program. Thus, in the development of design procedures, the effects of cyclic axial load were taken into account by analysis alone. / NOTE: Transportation research record. / Supplementary Notes: Prepared in cooperation with Washington Univ., Seattle. Dept. of Civil and Environmental Engineering. / Availability Note: Product reproduced from digital image. Order this product from NTIS by: phone at 1-800-553-NTIS (U.S. customers); (703)605-6000 (other countries); fax at (703)605-6900; and email at orders@ntis.gov. NTIS is located at 5285 Port Royal Road, Springfield, VA, 22161, USA. |
总页数: |
u0817;64p |
报告类型: |
科技报告 |