一、制定本课程实验大纲的依据 本大纲根据黑龙江八一农垦大学园林专业的教学计划及《美术B》教学大纲编写。 二、本课程实验教学的作用 通过本课程实验教学可以使使学生掌握用钢笔画表现客观对象的基本规律和技 巧。培养写生能力和收集创作素材的能力及创作手段的。并提高学生的艺术修养和 审美能力。通过实验能够完全了解及熟练掌握钢笔工具的使用方法;培养观察能 力,准确的表现力;了解绘画与园林学习的联系与辅助作用;掌握基本的表现技 法、设计手法

一、制定本课程实验大纲的依据 本大纲根据黑龙江八一农垦大学园林专业的教学计划及《美术B》教学大纲编写。 二、本课程实验教学的作用 通过本课程实验教学可以使使学生掌握用钢笔画表现客观对象的基本规律和技 巧。培养写生能力和收集创作素材的能力及创作手段的。并提高学生的艺术修养和审美能力。通过实验能够完全了解及熟练掌握钢笔工具的使用方法;培养观察能力,准确的表现力;了解绘画与园林学习的联系与辅助作用;掌握基本的表现技法、设计手法

第一讲 概论 第二讲 气味与嗅觉 第三讲 气味化学与功效 第四讲 配方设计与香气美学 第五讲 香气与身心健康专题 第六讲 个案研究 第七讲 案例讨论

The state of stress at a point is completely determined when: 1. the stress vectors on three different planes are specified 2. the stress vectors on two different planes are speciale 3. the stress vectors one arbitrary plane is spec-

A Cauchy stress component at a given(fixed) point P of a structure in equilibrium under the action of external loads is defined when 1. the direction of the face on which the stress component acts is specified 2 the direction of the force from which the stress component is derived is specified None of the above statements

We are going to consider the forces exerted on a material. These can be external or internal. External forces come in two flavors: body forces(given per unit mass or volume) and surface forces(given per unit area). If we cut a body of material in equilibrium under a set of external forces along a plane as shown in fig. 1. and consider one side of it we draw two conclusions: 1 the equilibrium provided by the loads from the side taken out is provided by a set of forces that are distributed among the material particles adjacent to

which generalizes to the statement. This reduces the number of material constants from 81 to 54. In a similar fashion we can make use of the symmetry of the strain tensor This further reduces the number of material constants to 36. To further reduce the number of material constants consider the conclusion from the first law for elastic materials, equation

Strain energy and potential energy of a beam brec sedans hoMe the neutra xxis remain So Figure 1: Kinematic assumptions for a beam Kinematic assumptions for a beam: From the figure: AA'=u3(a1) Assume small deflections: B B\,BB\=3+ duy

Constitutive Law(6 equations, O unknowns) C Bound dary conditions of two types Traction or natural boundary conditions: For tractions t imposed on the portion of the surface of the body aBt Displacement or essential boundary conditions: For displacement

Unit #10- Principle of minimum potential energy and Castigliano's First Theorem Principle of minimum potential energy The principle of virtual displacements applies regardless of the constitutive law. Restrict attention to elastic materials(possibly nonlinear). Start from the Pvd