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Anchor bolt forces for moment-resisting column bases
Canadian Journal of Civil Engineering, 1992A widely used method of designing column baseplates and anchor bolts for axial loads and bending moment is examined. It is shown that if the welded connection between column and baseplate is of low capacity, a yield criterion other than that usually assumed may apply, leading to changes in design loads. These changes could lead to increased bolt loads
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Behavior of slip-resistant bolted joints
1985Kulak, Geoffrey L., Fisher, John W.
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Shear resistance of rock bolts
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1976openaire +1 more source
Earthquake resistance of frames with unsymmetric bolted connections
2021D. Beg, P. Skuber, C. Remec
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Application of exogenous auxin and gibberellin regulates the bolting of lettuce (Lactuca sativa L.)
Open Life Sciences, 2022Yubo Wang, Yunfeng Li, Yingyan Han
exaly
Prediction of the flexural resistance of bolted connections with angles
1996Faella, C., Piluso, V., Rizzano, G.
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QTL for delayed bolting after winter detected in leaf beet (Beta vulgaris L.)
Plant Breeding, 2017Andreas E Müller, Christian Jung
exaly