Calibration of Nonlinear Dynamical Analysis for RC Frame-wall Structure with Slender Coupling Beams Considering Stiffness Reduction

Two 16-storey frame-wall structures with slender coupling beams in regions of Intensity 8(0.2 g),with and without considering the stiffness reduction of the coupling beams,were designed.Nonlinear dynamic response analyses of two typical frame-wall structures subjected to several ground motions were carried out.The analyses were based on the quasi-tridimensional program for nonlinear dynamic response analysis TS-EPA.The analyses led to the following conclusions: Under rare earthquake actions,the coupling beams in framewall structures yield first.This shows that the coupling beam in frame-wall structures is the member at the forefront of earthquake resistance.Comparison of the analytic results of two couples with and without considering the stiffness reduction of the coupling beam found that,in view of the dynamic response to and the requirement for ductility under rare earthquake motions,reducing stiffness causes a minor unfavorable influence on the dynamic response of frame-wall structures.     

Sensitivity analysis of a motorcycle frame using the Monte Carlo method

Sensitivity analysis of motorcycle frames is useful for improving the design success rate. Based on sensitivity analysis theory and using the Monte Carlo and numerical simulation methods, a new 250 type integral motorcycle model was built and dynamic sensitivity analysis conducted. Sensitive design parameters that have great influence on frame vibration were discovered. By modifying the values of sensitive design parameters, the vibration of some measuring points was reduced. This reduction shows that the sensitivity analysis method is reliable and practical, and it can be used in sensitivity analyses of other complicated structures.     

Elastic-plastic Analysis of Timber Frame with FEM

Elastic-plastic analysis of timber frame and its seven strengthened projects are analyzed with the software ANSYS10.0. The numerical calculation and material mechanics calculation for the timber beam are compared to verify the correctness of the finite element model. The paper also analyzes the law of stress and strain of timber beam. In contrast with the yield load and ultimate load of strengthened timber frames, it shows that the lateral resistance of timber frame with corner supports is greatly improved. And a strengthened project for the timber frame is put forward.     

平台框架式木结构住宅设计方法探讨

介绍平台框架式木结构的结构形式,并对其设计方法进行探讨,在此基础上以一栋建筑面积30m2、单层框架式木结构房屋为实例,参照最新的木结构设计规范以及相关荷载设计规范,采用LRFD法对结构所承受的荷载以及主要构件进行设计。通过此设计实例,分析轻型木结构的设计步骤,提出一些我国在木结构设计和研究方面所存在的问题,为相关设计和研究人员提供参考。     

大客车车身骨架侧面碰撞模拟分析

阐述了汽车碰撞有限元法和接触碰撞系统,模拟了大客车与大客车侧面碰撞,并从骨架结构变形、乘员生存空间、碰撞能量、碰撞速度和加速度方面详细分析了撞击和被撞大客车车身骨架碰撞安全性,提出了提高大客车车身骨架耐撞性的方法。     

绿色农业理论体系框架构建的基本思路

绿色农业是一场新的产业革命和技术革命,是现代农业发展的主导模式,是我国实现农业与农村可持续发展的必然选择.从绿色农业的涵义入手,阐述了绿色农业理论研究的重要意义,探讨了绿色农业研究的理论基础,构建了绿色农业理论体系的基本框架,以试图指导我国绿色农业的科学研究与示范.推动绿色农业的进一步发展.     

现浇钢筋混凝土格构锚固结构研究应用现状及展望

从现浇钢筋混凝土格构锚固结构的布置形式、对边坡加固的机理以及结构的计算方法几个方面介绍了该结构的研究和应用的现状,并在此基础上对今后该种结构的研究方向做出展望。     

毛竹林生态系统经济阈值及研究框架

在阅读大量有关经济阈值研究文献的基础上,创新地把经济阈值与毛竹林的科学研究结合起来,指出在毛竹林生态系统研究中,应用经济阈值研究手段与方法的必要性和重要性,并提出毛竹林生态系统经济阈值的概念、研究框架及其注意的一些问题,为毛竹林优化经营和丰产培育提供新的思路与技术.     

关于高层建筑现浇框架柱施工中部分质量问题产生原因和防治措施的探讨

本文从施工角度,详细分析了影响高层建筑现浇框架柱施工质量的原因。并且介绍了防治措施,对实际施工具有指导意义。     

A New Way for Analyzing the Strength of Frame of Truck Crane

In this paper, the formulas calculating the stress of frame of truck crane are deduced according to the thin wall structure theory, the calculation program is compiled and used in calculating the stress of the truck frame. The calculated results are checked and complemented by structural analysis program with finite element SAP5, providing the theoretical and calculation basis for design and calculation of the frame.