| 1. | How to : draw a filled rectangle on a windows form
>如何：在windows窗体上绘制实心矩形 |
| 2. | The background of a fixed - size element is a filled rectangle
固定大小的元素的背景为实心矩形。 |
| 3. | Drawing a filled rectangle
绘制实心矩形 |
| 4. | The following code demonstrates drawing a filled rectangle on a form at run time
下面的代码演示如何在运行时在窗体上绘制实心矩形。 |
| 5. | The background of a visual style element can be a bitmap image , a filled rectangle , or nothing
视觉样式元素的背景可以是位图图像、实心矩形，也可以没有内容。 |
| 6. | Standard test method for monotonic tensile behavior of continuous fiber - reinforced advanced ceramics with solid rectangular cross - section test specimens at ambient temperature
室温下用实心矩形截面试样进行连续纤维增强高级陶瓷恒定抗拉性能的标准试验方法 |
| 7. | Standard test method for monotonic tensile strength testing of continuous fiber - reinforced advanced ceramics with solid rectangular cross - section test specimens at elevated temperatures
高温下带实心矩形截面试样的连续纤维增强高级陶瓷的单值抗拉强度试验的标准试验方法 |
| 8. | Standard test method for monotonic compressive strength testing of continuous fiber - reinforced advanced ceramics with solid rectangular cross - section test specimens at ambient temperatures
室温下带实心矩形截面试样的连续纤维增强高级陶瓷的单值抗压强度试验的标准试验方法 |
| 9. | Several classical methods of interface element , soil behaviors and structure characters are presented in this paper . the author made great effort on the modeling of the interface element and the underground structure element , while considering the soil obey the mohr - columnb yielding principle , modified the existing beam element for solid rectangle pile and applies this element into thin - wall hollow pile , proposes a kind of board element . some examples are presented in the paper to test these new concepts and corresponding formulas
本文在总结已有的结构与土相互作用问题中的接触面单元形式、土的本构关系以及结构的数值模拟方法的基础上，对满足摩尔库仑屈服条件的土体材料用常规的薄层单元模拟进行了更加深入的验证，在已有实心矩形截面桩与土相互作用描述模式的基础上推导了薄壁筒桩用梁模拟时与土相互作用分析模式，和考虑与土相互作用时用板单元模拟地下连续墙的分析方法。 |
