Lateral Buckling Behavior and Plastic Deformation Performance of Continuously Braced H-Shaped Beams with Warp Restraint in Partial Frames
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-7434-4_153
Reference15 articles.
1. Architectural Institute of Japan, AIJ (2010) Recommendation for limit state design of steel structures. (in Japanese)
2. Kimura Y, Yoshino Y (2011) Required bracing capacity on lateral buckling strength for h-shaped beams with bracings. J AIJ 670:143–2152 (in Japanese). https://doi.org/10.3130/aijs.76.2143
3. Kimura Y, Yoshino Y (2014a) Effect of lateral and rotational restraint for bracings on lateral buckling load for h-shaped beams under moment gradient. J AIJ 700:761–770 (in Japanese). https://doi.org/10.3130/aijs.79.761
4. Kimura Y, Matsuo T, Yoshino Y (2014b) Effect of lateral and rotational restraint for bracings on lateral buckling load for h-shaped beams under moment gradient. J AIJ 703:1299–1308 (in Japanese). https://doi.org/10.3130/aijs.79.1299
5. Kimura Y, Sugita Y, Yoshino Y (2016a) Effect of lateral-rotational restraint of continuous braces on lateral buckling strength for h-shaped steel beams with compressive axial force and flexural moment. J AIJ 726:1321–1331 (in Japanese). https://doi.org/10.3130/aijs.81.1321
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