伞形钢结构屋面桁架滑移法施工技术

伞形结构作为一种新型钢结构形式在国内首次开始应用,其施工方法与常规方法不同。该文重点从屋面桁架多轨道同步累积方法进行研究,该方法在高空、大跨度、同步旋转滑移方面有较高的参考价值。     

应力主轴循环旋转对砂土变形特性的影响(英文)

采用香港科技大学的空心圆柱扭剪仪进行了应力主轴固定单调剪切和应力主轴循环旋转两种不同路径的排水试验。通过应力主轴固定单调剪切试验分析了所制作砂样的初始各向异性特性。在应力主轴循环旋转试验中,控制施加在试样上的3个有效主应力的大小不变,仅应力主轴在0°～180°循环旋转。着重分析了4个应变分量及体应变随应力主轴循环旋转周数的变化关系、剪应力剪应变关系以及所施加的剪应力水平和有效球应力在应力主轴循环旋转过程中对砂土变形特性的影响。     

低剪应力水平主应力轴循环旋转对原状黏土性状影响研究

 为研究低剪应力水平主应力轴循环路径可能对黏土性状产生的影响,以杭州地区典型原状软黏土为对象开展试验研究。结果表明,试样在安全极限剪应力水平下进行剪应力恒定的多振次主应力轴循环旋转后(含单幅和双幅旋转),应变及孔隙水压力发展进入动态平衡,瞬时等效刚度和孔隙水压力值主要取决于剪应力中的扭剪应力分量,而轴向应力分量对两值亦有促进作用。进入主应力轴循环旋转动态平衡的试样在卸载后进行后续静态剪切时,应力–应变关系将表现出明显的刚度硬化特征,其中尤以三轴压缩过程中强度发挥程度提前的现象最为显著。同时,由于主应力轴循环旋转导致试样残余应变的积累及结构上的变化,使得试样在后续三轴压缩试验初期产生的主应变增量与主应力增量方向不共轴特性较为明显。但低于安全极限剪应力水平的主应力轴循环旋转未对试样的静态抗剪强度以及临界孔隙水压力产生显著影响。     

Error motion of a kinematic spindle

A prototype spindle for low-force, low-speed applications that is kinematically constrained in accordance with the principles of exact constraint was designed, fabricated, and tested. In the prototype spindle, the position and orientation of the shaft (rotor) are constrained at five contact points; four constraints are arranged radially around the rotor, and one constraint is located at the end of the rotor. This paper describes the design of the prototype spindle and presents a study of its error motion for the hardened steel rotor sliding on brass and UHMW-PE bonded to ceramic. The error motion is observed to be highly repeatable with less than 100 nm asynchronous errors, and a simple analytical model enables the prediction of the synchronous error motion using measurements of the rotor’s roundness profiles.     

基于长光栅旋转测角法的水平测倾仪

理论与实验表明 ,小角度的测量可通过长光栅旋转来实现。建立在傅立叶光学理论基础上的分析与实验结果是一致的。采用本方法制成的精密水平测倾仪 ,其测量范围为± 30′,测量精度为± 1″,最小分辨率为 0 .1″,仪器具有绝对零点 ,示值稳定性为± 0 .3″,为研制高精度、大量程的水平测角仪器进行了有益的探索。     

Fluorolog-Tou-3荧光光谱仪寿命测量统介绍

本文介绍了美国 EG＆G公司生产的 Fluorolog—Tau—3荧光光谱仪寿命测量系统的功能及其工作原理。     

长光栅旋转测角法的研究

本文介绍了一种长光栅副相对旋转测角的新技术。建立在付立叶光学理论基础上的分析与实验结果是一致的。采用本方法与现代微机技术相结合,可以用非常简单的结构实现对小角度的高精度测量。仪器测量范围为±30′,测量精度为±0.5″。     

Seismic performance of the Accordion-Web RBS connection

A new type of Reduced Beam Section (RBS) connection, “Accordion Web RBS (AW-RBS)”, is presented in this research. RBS connections are commonly known as connections with reduced flange width within a limited area near the column face. However, the AW-RBS decreases the web contribution in moment strength and a reduced section is developed in the beam. In an AW-RBS, the flat web is replaced by corrugated plates (L-shape folded plates, used here) at the expected location of the beam’s plastic hinge. While the corrugated web has adequate shear strength, its provided moment strength and flexural stiffness are negligible. Two relatively identical specimens including AW-RBS connections have been tested under cyclic loading. Both specimens provide at least 8% story drift, without any significant strength loss, which is more than current requirements for qualifying connections in special moment frames. The accordion effect of the corrugated web and the cyclic performance of the connection are verified by analytical results. According to the analytical and experimental results, the inelastic rotations of the connection are mostly provided by reliable and ductile rotation at the reduced region rather than in the connection plates or panel zone.     

水泥电杆模具翘尾问题研究

水泥电杆在离心成型过程中,常遇到模具震动的现象。本文讨论了模具近梢端部分翘起引起模具震动的情况。提出了以限制翘起度来防止模具震动。     

多层框架结构竖向地震作用下的时程分析

采用了考虑结点转动的串并联多质点系模型,并对在该模型下建立的动力矩阵采用静力凝聚法,消去竖向位移和转角位移之间的耦联关系,从而使动力矩阵的维数得到降低,进而使框架结构的抗震计算工作量大大减少.通过具体算例分析,得出了多层框架结构在竖向地震作用下的一些动力反应特点.