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焊接H形截面钢压弯构件计算机程序 被引量:1

THE COMPUTER PROGRAM FOR THE WELDED STEEL BEAM-COLUMNS OF H-SHAPED CROSS-SECTIONS
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摘要 用一般手算法选择钢压弯构件截面时,往往要经过多次尺寸调整才能通过强度、整体稳定、局部稳定、刚度几方面的验算。该计算过程既繁又慢,且不易得到最优截面。为改进这一计算过程,本文列出了用电算法验算焊接H形截面钢压弯构件的计算公式,用BASIC语言编写了相应的计算机程序。算例表明,用本文程序设计的构件可比手算法省钢10%左右。 When selecting the cross-sections of steel beam-columns by hand calculation method,it often requires more than once size regulations to pass the checking of computations of strength, integral stability, local stability and rigidity. n,herefore, the computation process is both complicated and slow,and often we can't get the optimum cross-sections. In order to improve the calculation process, this paper sets cot check formulas of computer calculation method for the welded steel beam-columns of H-shaped cross-sections and presents a corresponding computer program with BASIC language. Examples show that members designed by the computer program introduced in this paper save about 10% steel compared with those designed by hand calculation method.
作者 方恬
出处 《苏州城建环保学院学报》 1996年第2期1-9,共9页 Journal of Suzhou Institute of Urban Construction and Environmental Protection
关键词 钢结构 压弯构件 焊接 H形截面 计算机 程序 steel structure beam-columns welded H-shaped cross-sections computer program
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同被引文献5

  • 1方恬.轴心受压钢构件稳定系数的讨论[J].建筑结构,2005,35(6):46-46. 被引量:1
  • 2.钢结构设计规范(GB50017-2003)[S].北京 :中国计划出版社,2003..
  • 3魏明钟.钢结构[M].武汉:武汉工业大学出版社,2002..
  • 4陈绍蕃,顾强.钢结构基础[M].北京:中国建筑工业出版社,2003.247-248.
  • 5高层民用建筑钢结构技术规程(JGJ99-98)[S].北京:中国建筑工业出版社,1998.

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