| 钢箱-混凝土组合梁承载能力的仿真模拟 |
| |
| 引用本文： | 王江乔,郭乙木.钢箱-混凝土组合梁承载能力的仿真模拟[J].低温建筑技术,2005(1):40-42. |
| |
| 作者姓名： | 王江乔 郭乙木 |
| |
| 作者单位： | 浙江大学固体力学研究所,浙江,杭州,310027;浙江大学固体力学研究所,浙江,杭州,310027 |
| |
| 摘 要： | 对钢箱-混凝土组合梁的力学性能进行了有限元数值仿真模拟。计算结果表明,钢箱 -混凝土组合梁经合理设计能充分发挥钢和混凝土各自的力学性能优势,使其在受载时挠度减少约 1 /3,极大地提高梁的承载力,有较高的工程应用价值。
|
| 关 键 词： | 钢箱-混凝土组合梁 有限元 数值模拟 |
| 文章编号： | 1001-6864(2005)01-0040-03 |
| 修稿时间： | 2004年8月5日 |
NUMERICAL SIMULATION FOR MECHANICAL BEHAVIORS OF STEEL BOX-CONCRETE COMBINED BEAM |
| |
| WANG Jiang-qiao,GUO Yi-mu.NUMERICAL SIMULATION FOR MECHANICAL BEHAVIORS OF STEEL BOX-CONCRETE COMBINED BEAM[J].Low Temperature Architecture Technology,2005(1):40-42. |
| |
| Authors: | WANG Jiang-qiao GUO Yi-mu |
| |
| Abstract: | A new type of stell box-concrete combined beam is analyzed by a numerical simulation method and is simulated by FEA software.The results indicate that the proper structure can make full use of the mechanic capability of steel and concrete.So,the steel box-concrete combined beam can be used in engineering for its bearing capacity is much higher,and its deflection is approximately 30 per cents smaller than common structure. |
| |
| Keywords: | high-rise structure artificial dynamic wind simulation study time history analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
