取水泵房厚大体积混凝土基础的浇捣

厚大体积混凝土施工技术要求高，难度大，要采取严密可先行技术措施，来保证工程质量．着重说明减少水化热控制混凝土内外温度差．避免混凝土出现贯穿裂缝和施工缝的方法．     

大连造船厂新建30万吨船坞大体积混凝土防裂技术措施

大体积混凝土施工中,由于温度应力导致混凝土产生的裂缝是影响建筑工程质量一项重要的因素.结合大连造船厂新建30万吨船坞工程,从理论上分析了大体积混凝土产生裂缝的机理,并针对船坞结构复杂、工程质量要求高(不裂、不渗)等特点,介绍了在施工过程中采取的一系列防裂技术措施及取得的实际效果.     

Arc-length technique for nonlinear finite element analysis

Nonlinear solution of reinforced concrete structures, particularly complete load-deflection response, requires tracing of the equilibrium path and proper treatment of the limit and bifurcation points. In this regard, ordinary solution techniques lead to instability near the limit points and also have problems in case of snap-through and snap-back. Thus they fail to predict the complete load-displacement response. The arc-length method serves the purpose well in principle, Received wide acceptance in finite element analysis, and has been used extensively. However modifications to the basic idea are vital to meet the particular needs of the analysis. This paper reviews some of the recent developments of the method in the last two decades, with particular emphasis on nonlinear finite element analysis of reinforced concrete structures.     

数学专业多模式分层次教学实证研究

四所不同层次院校共同研究的结果 ,成果具有代表性 ;改变靠拍脑袋定性思考的研究方法 ,采用定量实证分析 ,增加了成果的科学性。扩招使生源质量下降 ,学生差异增大 ,但对基本教学质量没有根本性的影响 ;建立优秀生培养机制 ,是“大众教育”阶段“分层次数学”成功的关键 ,是数学研究人才能够不断涌现的保证     

用等效图求解电容器电容的两类典型问题

应用等效图示的方法、分析求解平行板电容器插入电介质和加上屏蔽罩后的电容。     

数学概念教学方法探究

数学概念教学是数学教学中的难点与重点。文章归纳出数学概念教学的一些常用方法:具体与抽象结合;抓关健词;类比法;揭示本质特征;网络化;强调准确性。     

型钢混凝土转换梁高支模施工技术及安全性分析

型钢混凝土转换梁模板支设系统由于承受荷载大、受力复杂、施工难度大且危险性大导致一些质量安全事故的发生。结合具体工程实例,介绍了将型钢支撑与脚手架支撑结合的型钢混凝土梁的支撑施工技术,并对其进行了安全性分析,取得了良好的经济技术效果,为类似工程的设计与施工提供借鉴与参考。     

沥青混凝土桥面铺装早期病害原因分析及铺装设计方法讨论

本文对钢筋混凝土桥柔性桥面铺装的早期病害及其原因进行了分析与研究,总结了当前国内桥面铺装结构分析的主要方法,讨论了桥面铺装的设计方法和今后主要的研究方向。     

论李煜的愁恨词

南唐后主李煜,在他流传下来的30多首词中,多数为言愁写恨之作。这些词真实地表现了作为特定人物李煜心灵活动的历史,真率地表达了一个经历沧桑巨变、沦为囚徒的帝王的悲哀和悔恨。在这些词中,李煜的愁情恨绪时而变作春江流水,时而又化为大地春草。这些丰富、真实而又生动的形象,表现了李煜具有将抽象的愁恨形之于具体的形象的非凡才能。在汴梁,李煜只能在睡梦中重新回到以往如梦的生活中去。所以,他亡国入宋后的词,几乎每一首都写了梦。     

Finite Element Analysis of Reinforced Concrete Plate Impacted by Block

A new concept of structurally dissipating rock-shed （SDR） was developed by the lab of Tonello IC and LOCIE-ESIGEC （ France）. To decide the dimension of the plate used in SDR, an ANSYS model which could simulate the impact of rock in the centre of the plate was established by Fabien Delhomme. By using this model, some finite element analyses are carried out in the present paper. Firstly, a plate impacted by a block is numerically simulated, the numerical results obtained from different mesh sizes are compared and the accuracy of the finite element model is verified. Then, the dynamic response of the plate impacted at the boundary and in the medium part is computed. By analyzing the stress in rebar, the most dangerous region of impact of plate was found. For a rectangular plate, the most dangerous region is at the corner of the plate when a block drops in. Finally, the whole deformation process of the plate under dropping block was simulated and a simplified definition （ effect zone） to describe the deformation process in different positions of plate was given. From this study, it is found that the impact only affects heavily within the effect zone.