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Published:1983
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[J]. Journal of Civil and Environmental Engineering, 1983, 5(1).
DOI:
[J]. Journal of Civil and Environmental Engineering, 1983, 5(1). DOI: 10.11835/j.issn.1674-4764.1983.01.005.
设横梁的抗弯刚度为■
则荷载作用下柱端弯矩即所求的固端弯矩。因结构对称
可采用半刚架计算
如图一b)所示。设i点的水平位移为△
则斜柱两端的相对位移△_(ik):
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