钢筋混凝土空间高层框架非线性地震反应分析

首先提出了适用于多重屈服面的Ｚｉｅｇｌｅｒ移动规则与Ｐｒａｇｅｒ移动规则，采用子结构法与高斯消元法相结合，建立了形成空间高层框架广义抗侧移刚度矩阵的计算过程。最后，用一个１５层框筒结构的振动台试验结果与本文方法及程序的计算结果进行了比较。     

Critical discussion of perpendicular to grain tension testing of structural timber – case study on the European hardwoods ash,beech and maple

ABSTRACT

Knowledge about perpendicular to grain tension behavior of wood is essential, since in construction tension stresses perpendicular to grain cannot be avoided completely. Especially for hardwoods, the data basis is scarce. EN 338 design values are with 0.6 N/mm² characteristic strength set very low. The US-American National Design Specifications even set this value to zero and make local reinforcements mandatory. This paper compares strength and stiffness values attained with newly-designed, little, prismatic specimens and EN 408 structural timber specimens to evaluate the current European design values. Little specimen’s characteristic strength values range from 7.2 to 10.6?N/mm² and are assumed to be real material properties. EN 408 specimen values are with approximately 4.0?N/mm² lower. These lower values are mainly due to stress peaks introduced by the force introduction. Strength values attained for the medium-dense European hardwoods beech, ash and maple exceed EN 338 design values by a factor of six to seven. Adaptation of the EN 338 design value is not recommended, though. The abundance of influencing factors makes clear that the design value and the ensuing design code have to be synchronized carefully by tedious testing in order to make use of the perpendicular to grain tension strength potential of the selected hardwoods.     

Bearing properties of engineered wood products I: effects of dowel diameter and loading direction

The embedment tests of laminated veneer lumber (LVL) with two moduli of elasticity (MOE; 7.8 GPa and 9.8GPa), parallel strand lumber (PSL), and laminated strand lumber (LSL) were conducted in accordance with ASTM-D 5764. The load-embedment relation for each of these engineered wood products (EWPs) was established. The directional characteristics of bearing strength (_e), initial stiffness (k _e), and effective elastic foundation depth were obtained from the tested results. The effective elastic foundation depth (=E/k _e,E = MOE), based on the theory of a beam on elastic foundation, was obtained from thek _e and MOE. An of 90° (perpendicular to the grain) was calculated by dividingE ₉₀ [MOE of 90° from the compression test, but MOE of 0° (E ₀), parallel to the grain, obtained from the bending test] byk _e90, the initial stiffness of 90°. This study aimed to obtain the bearing characteristics of each EWP, taking into consideration their anisotropic structures, for estimating the fastening strength of a dowel-type fastener. The relations between the bearing coefficients ( _e,k _e,) on the loading direction and dowel diameter were established from the load-embedment curves. Based on the results of the embedment test, tested EWPs showed different tendencies in all directions from wood and glued laminated timber.Part of this study was presented at the 49th Annual Meeting of the Japan Wood Research Society, Tokyo, April 1999     

基于C语言的结构用集成材木梁抗弯刚度模型研究

基于平行轴定理,采用变换截面法建立结构用集成材木梁的抗弯刚度C语言可执行程序模型,并通过足尺木梁的抗弯力学性能试验验证模型的有效性。本试验根据木材抗弯弹性模量测定方法国家标准（GB/T 1936.2—2009）中的相关要求,测定层板木材的抗弯弹性模量并将其导入C语言程序模型,得到梁体抗弯刚度的模型理论值。依据结构用集成材国家标准（GB/T 26899—2011）对木梁进行四点抗弯测试并实时采集梁体跨中挠度、荷载数据,得到梁体抗弯刚度的实测值。对比梁体抗弯刚度的模型理论值与实测值,得出其平均相对误差率为3.89%。结构用集成材木梁抗弯刚度模型的建立应充分考虑梁体自身的构造缺陷,以综合层板的力学性能变异性及尺寸效应等影响因素,合理引入修正系数,提高模型的准确度与适用性。     

考虑输出刚度不确定性的柔顺机构拓扑优化设计

为了降低机构性能对输出刚度不确定因素的敏感程度,提出一种考虑输出刚度不确定性的柔顺机构拓扑优化设计方法。采用区间模型描述输出刚度的不确定性,利用多项式混沌展开式(Polynomial chaos expansion, PCE)和Smolyak稀疏网格积分法计算随机响应统计矩,以机构输出位移的期望值最大化和标准差最小化为目标函数,以机构结构体积为约束,建立考虑输出刚度不确定性的柔顺机构稳健性拓扑优化模型,采用移动渐近线优化算法更新设计变量。夹持器和咬合机构数值算例验证提出设计方法的有效性,与确定性拓扑优化结果比较,稳健性拓扑优化设计获得的柔顺机构构型有所不同,机构的输出位移标准差减小,有效地降低机构对输出刚度不确定性的敏感程度。随着加权系数增大,获得的柔顺机构输出位移标准差和期望值减小。随着不确定输出刚度幅值增大,获得的柔顺机构输出位移标准差增大,并且输出位移期望值有所减小。     

ACM焊点类型对有限元结构刚度的影响分析

针对在白车身等复杂的焊接结构进行有限元分析过程中,不同焊点的模拟方法对结构的弯曲刚度和扭转刚度影响较大的问题,本文通过对ACM焊点进行研究,得出其对有限元分析过程中弯曲刚度和扭转刚度的影响。     

“C”型平面高层结构设计分析与调整措施探讨

为研究平面凹凸特别不规则以及结构扭转、楼层抗剪承载力一般性不规则结构的受力性能,采用PKPM-SATWE软件建立模型并进行计算分析.结果表明,结构楼层质量分布均匀,结构刚度分布合理,不存在薄弱层,结构剪重比满足规范要求,在规定风荷载（100a一遇）及地震作用下存在一定超出规范一般限值要求项,但均满足较为严格的规定要求;为降低平面不规则给结构所带来的不利影响,可采取提高框架柱抗震等级、增加楼板配筋和增加结构薄弱层剪力墙及框架柱的配筋三种措施进行调整.     

往复泵吸入特性的流体力学数值模拟

为了研究往复泵在吸入过程中流体的动力特性及相关参数对吸入特性的影响,对往复泵的吸入过程进行计算流体动力学的数值模拟。在吸入过程中,根据阿道尔夫泵阀运动微分方程和活塞运动引起的泵腔内流场变化确定泵阀的运动,同时运用动网格生成技术更新了不同曲柄转角下的计算模型。通过数值计算,得到了往复泵的瞬时吸入流量、柱塞端面上的压力分布,并研究了冲次、弹簧刚度对吸入阀迟滞关闭现象的影响。结果表明,流体的压缩性和惯性导致瞬时流量小于理论值,吸液量是理论值的0.91倍,往复泵的冲次从100/min增大到330/min时,吸入阀     

大型高速动静压轴承的试验研究

对一重型磨床上的大型特殊结构的动静压轴承进行了实验研究，完善了一大型高速动静压轴承试验台，改进了基于频谱分析动静压轴承动特性测试方法，实验中着重考虑了激振频率的影响，得出了一些有实用价值的结论。     

用弹性支承连续梁法求桥跨结构横向分布系数的研究——弹性支承连续梁修正法

桥跨结构横向分布系数计算法是本文着重提出的。弹性支承连续梁修正法是考虑了桥跨结构的抗扭刚度,使计算结果更加准确。作者推导出修正系数公式。