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Deflection of a Continuous Beam Produced by the Vertical Motion of a Support Point.

机译：支撑点垂直运动产生的连续梁的挠度。

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No abstract available.

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作者
SMITH, T. L.;
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年度 1953
页码 1-25
总页数 25
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Elastic properties; Structures; Supersonic nozzles;

机译：弹性;结构;超音速喷嘴;
入库时间 2022-08-29 11:44:11

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1. Rational Design Approach for the Instantaneous and Time-Dependent Serviceability Deflections and Crack Widths of FRC and UHPFRC Continuous and Simply Supported Beams [J] . Sturm A. B., Visintin P., Oehlers D. J. Journal of structural engineering . 2019,第11期

机译：连续和简支梁FRC和UHPFRC瞬时和时效可服务性挠度和裂缝宽度的合理设计方法
2. Deflections of an implant-supported cantilever beam subjected to vertically directed loads: in vitro measurements in three dimensions using an optoelectronic method. I. Experimental set-up [J] . Bjorn Cassel, Dan Lundgren, Dan Karlsson Clinical oral implants research . 2011,第3期

机译：承受垂直方向载荷的植入物支撑的悬臂梁的挠度：使用光电方法进行的三维三维测量。一，实验装置
3. Deflections of an implant-supported cantilever beam subjected to vertically directed loads. In vitro measurements in three dimensions using an optoelectronic method. II Analysis of methodological errors. [J] . Cassel B, Dan L, Dan K Clinical oral implants research . 2011,第6期

机译：植入物支撑的悬臂梁在垂直方向上受到的挠曲。使用光电方法进行三维三维体外测量。 II方法错误分析。
4. Vertical deflection of simply supported box beam with corrugated steel webs including effects of shear lag and shear deformation [C] . Wei Ji, Shizhong Liu International Conference on Civil, Architectural and Hydraulic Engineering . 2012

机译：用瓦楞钢网的简单支撑箱梁垂直偏转，包括剪切滞后和剪切变形的效果
5. Continuous concrete/cold-formed steel composite beams utilizing joist attachment to support offset loading. [D] . Breyfogle, Aaron James. 2010

机译：连续混凝土/冷弯型钢组合梁利用托梁附件来支撑偏置荷载。
6. Vertical Dynamic Deflection Measurement in Concrete Beams with the Microsoft Kinect [O] . Xiaojuan Qi, Derek Lichti, Mamdouh El-Badry, 2014

机译：使用Microsoft Kinect测量混凝土梁的垂直动态挠度
7. Static Deflection of Continuous Beams with Nonlinear Supports [O] . Seiichi IIDA 1972

机译：非线性支架连续梁的静态偏转

Deflection of a Continuous Beam Produced by the Vertical Motion of a Support Point.

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