Previous studies of block shear connection failures have shown that current procedures, in use in the United States, to estimate ultimate load capacities, can produce both conservative and un-conservative estimates of block shear failure loads. In this study, a series of 12 A36 steel short tension s
β¦ LIBER β¦
Creep of sandy soils subjected to single-plane shear
β Scribed by V. V. Zhikhovich
- Book ID
- 112596098
- Publisher
- Springer
- Year
- 1985
- Tongue
- English
- Weight
- 278 KB
- Volume
- 22
- Category
- Article
- ISSN
- 0038-0741
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