No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads

Anna De Falco; Massimiliano Lucchesi

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No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads

机译：没有承受有限的抗压强度和变形性的拉力梁柱承受偏心垂直载荷

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摘要

This work concerns the static behaviour of rectangular cross-section beam-columns made of a no-tension material with limited compressive strength and deformability and subjected to eccentric vertical loads acting at their extremities. The explicitly obtained results allow for thorough description of the stability characteristics of such a pile. A final example shows the practical potentials of the method.

机译：这项工作涉及由无张力材料制成的矩形横截面梁柱的静态行为，其抗压强度和变形性有限，并且承受在其末端作用的偏心垂直载荷。明确获得的结果可以全面描述这种桩的稳定性。最后一个例子说明了该方法的实际潜力。

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来源
《International Journal of Mechanical Sciences》 |2007年第1期|共21页
作者
Anna De Falco; Massimiliano Lucchesi;
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原文格式 PDF
正文语种 eng
中图分类机械原理;
关键词
No-tension material; Stability; Masonry columns;

机译：无张力材料;稳定性;砌体柱;

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专利

1. No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads [J] . Anna De Falco, Massimiliano Lucchesi International Journal of Mechanical Sciences . 2007,第1期

机译：没有承受有限的抗压强度和变形性的拉力梁柱承受偏心垂直载荷
2. CONTRIBUTION TO THE STUDY OF STABILITY OF NO-TENSION BEAM-COLUMNS WITH BOUNDED COMPRESSIVE STRENGTH [J] . A. MOTOMANCEA, A. HADAR, M. IVAN University Politechnica of Bucharest scientific bulletin, D. Mechanical Engineering . 2002,第4期

机译：具有抗压强度的无拉力梁柱的稳定性研究
3. Stability of columns with no tension strength and bounded compressive strength and deformability. Part 1: large eccentricity [J] . De Falco A., Lucchesi M. International Journal of Solids and Structures . 2002,第25期

机译：没有抗张强度，有限的抗压强度和变形性的圆柱的稳定性。第1部分：大偏心率
4. Load-carrying capacity estimation for eccentrically-compressed 550MPa high-strength cold-formed thin-walled steel columns [C] . Yuanqi Li, Lei Wang, Xiang Liu Recent Developments in Structural Engineering, Mechanics and Computation . 2007

机译：偏心受压550MPa高强度冷弯薄壁型钢柱的承载力估算
5. Investigation of the lower bound compressive and flexural strengths of conventional concrete and clay masonry [D] . Harris, Benchmark Henry 2010

机译：常规混凝土和粘土砌体的下限抗压和抗折强度研究
6. Greater Strength Gains after Training with Accentuated Eccentric than Traditional Isoinertial Loads in Already Strength-Trained Men [O] . Simon Walker, Anthony J. Blazevich, G. Gregory Haff, 2016

机译：在已经训练有力的男子中在进行偏心加速训练后获得的力量大于传统的等腰部负荷
7. Basic Experimental Studies of the Local Buckling Strength of Carbon Steel Square Pipes with a Circular Hole Subjected to an Eccentric Axial Compressive Load. 3rd Report. In the Case of Eccentric Load at the Upper End and Axial One at the Lower End. [O] . Toshiyuki KITAZAWA 1999

机译：碳钢方管局部屈曲强度的基本实验研究偏心轴向压缩负荷的圆孔。第三次报告。在上端的偏心载荷的情况下，在下端轴向载荷。
8. Displacement Bounds for Beam-Columns with Initial Curvature Subjected to Dynamic Loads [R] . Plaut, R. H. 1970

机译：具有初始曲率的梁柱的位移界限受动态载荷影响

No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads

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