材料力学:研究物体受力后的内在表现,即,变形规律和破坏特征。 1材料力学的研究对象 2材料力学的任务及与工程的联系 3可变形固体的性质及基本假设 4杆件变形的基本形式

1．初步了解原子核外电子运动的近代概念、原子能级、波粒二象性、原子轨道和电子云概念。2．了解四个量子数对核外电子运动状态的描述，掌握四个量子数的物理意义、取值范围。3．熟悉s、p、d原子轨道的形状和方向。4．理解原子结构近似能级图，掌握原子核外电子排布的一般规则和s、p、d、f区元素的原子结构特点。5．会从原子的电子层结构了解元素性质，熟悉原子半径、电离能、电子亲和能和电负性的周期性变化。 1.1 亚原子粒子Subatomic particles 1.2 波粒二象性— 赖以建立现代模型的量子力学概念 Wave-particle duality — a fundamental concept of quantum mechanics 1.3 氢原子结构的量子力学模型— 波尔模型 The quantum mechanical model of the structure of hydrogen atom —Bohr’s model 1.4 原子结构的波动力学模型 The wave mechanical model of the atomic structure 1.5 多电子原子轨道的能级 Energy level in polyelectronic atoms 1.6 基态原子的核外电子排布 Ground-state electron configuration 1.7 元素周期表 The periodic table of elements 1.8 原子参数 Atomic parameters

Dynamics Introduction 1. The subject of dynamics is the relation between the mechanical motion of a material body and the force acting on it. 2. Two models of mechanics. )A particle is a material body possessing mass, the shape and size of which can be neglected in investigating its motion

§18–1 单自由度系统无阻尼自由振动 §18–2 求系统固有频率的方法 §18–3 单自由度系统的有阻尼自由振动 §18–4 单自由度系统的无阻尼强迫振动 §18–5 单自由度系统的有阻尼强迫振动 §18–6 临界转速 · 减振与隔振的概念

§16–1 约束及其分类 §16–2 自由度 广义坐标 §16–3 虚位移和虚功 §16–4 理想约束 §16–5 虚位移原理

第十四章动能定理 14-1力的功 14-2动能 143动能定理 14-4功率·功率方程 14-5势力场·势能·机械能守恒定理 14-6动力学普遍定理及综合应用

本章中研究质点和质点系的动量定理，建立了动量的改变与力的冲量之间的关系，并研究质点系动量定理的另一重要形式——质心运动定理

Nobel Lecture december 13. 1946 The history of the discovery of the exclusion principle m, for which I have received the honor of the Nobel Prize award in the year 1945, goes back to my students days in Munich. While, in school in Vienna, I had already ob- tained some knowledge of classical physics and the then new Einstein rel- ativity theory, it was at the University of Munich that I was introduced by Sommerfeld to the structure of the atom- somewhat strange from the point of view of classical physics. I was not spared the which every

Why Statistical Mechanics? Understand predict the physical properties of macroscopic systems from the properties of their constituents Deterministic approach ma F need of 6n coordinates at t: r: and v but typically n= moles (1023)! Ensemble?rather than microscopic detail and its surroundings microcanonical, canonical, grand canonical

16.21 Techniques of Structural Analysis and sig Spring 2003 Unit #1 In this course we are going to focus on energy and variational methods for structural analysis. To understand the overall approach we start by con- trasting it with the alternative vector mechanics approach