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梁之

梁之

梁之

1

Test results indicated that the load carrying characteristics is primarily influenced by the effect of clear span to effective depth ratio .

由试验结果显示，高强度混凝土连续深梁之承力行为主要仍是受到净跨度与有效深度比之影响。

2

From the experimental result , the proposed strut -and-tie model for analyzing T-sectional and rectangle beams is fairly accurate .

由实验得知，无论矩形梁或 T 形梁，以压拉杆模式作为短梁之预测剪力分析，其结果还算准确。

3

The applicability of the current shear design provisions to two span continuous HSC deep beams is also verified.

文中并探讨现行剪力设计规范对高强度混凝土连续深梁之适用性。

4

Design comments on assembled beam of steel and concrete

钢与混凝土组合梁之设计体会

5

Lateral buckling of a beam

梁之侧向屈曲

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