建立了管道有效计算长度的确定方法。
Determining method of effective calculation distance was given.
对弱支撑体系，提出了柱子计算长度的实用计算公式。
For weak bracing system, this paper provided the concrete formula of calculating the effective length coefficient of column.
对弱支撑体系，提出了柱子计算长度的实用计算公式。
For weak bracing system, this paper provided the concrete formula...
给出了斜腿刚架柱的计算长度系数和刚架相应的失稳模式。
Then proposed the etfective length factors of the columns a…
介绍了用于减小压杆计算长度的侧向支撑的强度和刚度设计要求。
The stiffness and strength requirements for the lateral bracings reducing the calculation length of the compression struts are introduced.
按此方程导出了无侧移框架和有侧移框架柱的计算长度取值方法。
The evaluation of column effective length factor both braced frames and unbraced frames with flexible joints is derived.
计算长度的取值正确与否，将直接影响到支承加劲肋的稳定性验算。
Whether correct or not this will affect the calculation of the overall stability of bearing stiffeners directly.
本文提出了楔杆的等效截面特性概念，而将计算长度系数保持不变。
In this paper, the method of equivalent cross-section character is introduced, remaining the coefficient of length unchanged.
同时给出了在此种条件下的阈值刚度和柱子的计算长度系数的表达形式。
Meanwhile, the formulas for the brace threshold stiffness and the effective length factor under these conditions are also given.
同时给出了在此种条件下的阈值刚度和柱子的计算长度系数的表达形式。
The a value and correlative length coefficient by back calculation are obtained in this paper.
BYTE代表该列以字节计算长度，CHAR代表该列以字符计算长度。
Byte indicates that the column will have byte length semantics. Char indicates that the column will have character semantics.
首先介绍了我国规范中的排架柱的计算长度的历史背景，并指出其中存在的问题。
We first introduce the background of the effective length of bent column of the code, and point out the exist problems.
通过与刚性连接情况的比较，定量的分析了半刚性连接对框架柱计算长度的影响。
In comparison with the condition of rigid connection, the influence of semi-rigid connection to effective length factor of columns has been analyzed quantitatively.
杆件计算长度是结构设计中的一个重要概念，与该杆件的稳定性控制有密切关系。
The calculated length of a structural member is a very important conception in structural design, because it was used to control the instability of the member.
如果你编译这两个版本，你会发现重新计算长度的版本比存储它的版本小几个字节。
If you compile both versions, you'll find that the one that recomputes the length instead of storing it is smaller in size by several bytes.
考虑厂房空间作用和排架荷载分布的影响，对排架柱的计算长度提出了实用计算方法。
Considering the effects of space behavior and load distribution on the bent, a practical method for calculating the effective length of the bent columns is proposed.
巨型柱作为上海中心大厦的关键构件，其计算长度取值将直接影响结构设计的合理性。
Super column is one of the key components of the structure. The definition of the column's effective length will directly affect the rationality of structural design.
现行钢结构设计规范(GB50017- 2003)规定梁的支承加劲肋计算长度取腹板高度。
Effective length of bearing stiffeners of steel girders has been taken as the web depth in the current Code for design of steel structures (GB50017-2003).
通过对门式刚架的整体稳定分析，研究了刚架的高跨比、斜梁坡度对结构的稳定和计算长度系数的影响。
Through over-all stability analysis, the influence of height-span ratio, rafter slope to the stability and the effective factors of gable portal frames are also presented in this paper.
比我国现行的《钢结构设计规范》（TJ17-74）中，关于阶形柱计算长度的取值更为合理和更强的逻辑性。
It is more rational and logical than the current PRC Specificat ion (TJ 17-74) in regard to the method for determining the effective lengths of mill building stepped columns.
门式刚架的中柱设计中，常因为平面外计算长度较大，所选实腹式截面无法满足平面外稳定验算，从而导致用钢量增加。
In the mid-column design of gabled frames, the selected solid web section, isn t satisfied by in-plane stability checking because of the biggish out-plane effective length.
在工程实际的框架稳定计算中，一般采用计算长度法等一阶近似计算法，由于采用了较多的假设，因此只能进行近似线性计算。
It is usually use first-order method such as effective lengths method in engineering practical stability compute. Because of much hypothesis adopted, so it can only make approximate analysis.
本文在已有研究的基础上假定楼板为平面内无限刚性考虑同层中桁架层对敞开层柱子的支持作用，对空腹式和混合式两种交错桁架体系进行柱子计算长度系数研究。
The column's effective length of steel staggered truss systems was studied based on the assumption of rigid diaphragm of floor including vierendeel truss and composite truss arrangement.
本文在已有研究的基础上假定楼板为平面内无限刚性考虑同层中桁架层对敞开层柱子的支持作用，对空腹式和混合式两种交错桁架体系进行柱子计算长度系数研究。
The column's effective length of steel staggered truss systems was studied based on the assumption of rigid diaphragm of floor including vierendeel truss and composite truss arrangement.
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