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- The deflection and deformation of slender column and eccentrically loaded column of ultro-high strength concrete filled steel tubes under loading were studied. 对钢管超高强混凝土长柱、偏压柱在荷载作用下的挠度及变形特点进行了研究。
- Experiment and research of reinforced concrete eccentrically loaded column bonded with CFRP, 丁洪涛,粘贴碳纤维布钢筋混凝土偏心受压柱试验与研究
- eccentrically loaded column 偏心载荷柱
- EXPERIMENT RESEARCH ON IMPROVING COMPRESSIVE STRENGTH OF ECCENTRICALLY LOADED COLUMNS STRENGTHENED BY FIBER REINFORCED PLASTIC 玻璃钢加固对提高偏心受压柱抗压强度的试验研究
- For the characteristic of eccentrically loaded reinforced concrete column of ring section with bars in circular array,there is no accurate formula to calculate the ductility coefficient. 由于沿周边均匀配筋环形截面偏心受压构件受力计算的特殊性，至今没有一个较精确的计算公式。
- eccentrically loaded aluminum column 偏心受压铝合金构件
- Eccentrically loaded stub column 短柱偏压
- Diphenyl and phenantyrene were separated and detected effectively with low loaded column gas chromatography. 该法采用气相色谱薄涂柱,对联苯与菲进行了有效的分离与测定。
- Eccentrically loaded concrete filled steel tubular(CFST) laced columns were tested with slenderness ratio as main experimental parameter. 进行了钢管混凝土格构柱偏心受压试验,试验参数为长细比。
- CALCULATION ANALYSIS ON THE FRONT SECTION BEARING FORCE OF ECCENTRIC LOADING COLUMN 偏心受压柱正截面承载力计算分析研究
- eccentrically loading columns 偏压柱
- However, for the eccentrically loaded long columns, initial stress will make its ultimate load-carrying capacity decrease in a nonlinear tendency downwards, and the maximum descend is about 20%. 对于偏压长柱，稳定极限承载力随着初应力增大呈非线性下降趋势，最大下降幅度可达20%25，同时稳定极限荷载所对应的挠度也相应增大。
- eccentric loaded columns 偏压柱
- Axial compression strength discrediting of rectangular section symmetry reinforced eccentric loading columns 矩形截面对称配筋偏压柱由轴压承载力控制配筋时的鉴别条件
- The Calculation of Ductility Coefficient about Eccentrically Loaded Reinforced Concrete Column of Ring Section 环形截面大偏心受压构件截面延性系数计算
- The ship was loaded with cargo fore and aft. 这条船从船头到船尾装满了货物。
- To satisfy the eccentricity requirements, a method to calculate the rational and economical size of two-dimensional eccentrically loaded foudations is presented based on the limit of the foundation pressure ratio of maximum to minimum. 本文按照满足基底最小压力与最大压力比值限值的条件,推导出了双向偏心受压基础底面尺寸的计算公式,可直接求得通过对基底最小压力与最大压力比值限制来减小基础倾斜情况下的经济合理的底面尺寸。
- This finite element method is employed to analyze the behavior of eccentrically loaded CFST columns, taking initial stress degree, slenderness ratio, and eccentric ratio as the parameters. 应用该方法，以长细比、偏心率和初应力度为主要参数对有初应力的钢管混凝土偏压构件进行了受力性能分析。
- This finite element method is employed to analyze the behavior of eccentrically loaded CFST columns,taking initial stress degree,slenderness ratio,and eccentric ratio as the parameters. 应用该方法,以长细比、偏心率和初应力度为主要参数对有初应力的钢管混凝土偏压构件进行了受力性能分析。
- It includesten modules for the analysis and design of multi-span and cantilever beams, laterally loaded columns, floor joists, roof rafters, rectangular footings and continuous footings. 它包括10中模型用于分析和设计多指距和悬梁，侧面安装栏，地板托梁，屋顶椽，成直角的地位和连续的地位。
