| 1. | Reinforced concrete sheet pile
板桩结构物钢筋混凝土板桩 |
| 2. | The nonsingular boundary element method for the bending problem of reinforced concrete plate
无奇异边界元解钢筋混凝土板弯曲问题 |
| 3. | The design methods for punching carrying capacity among several provisions are compared in this paper
比较了我国和几种国外规范中钢筋混凝土板的抗冲切承载力计算方法。 |
| 4. | The nonlinear analysis of reinforced concrete slabs includes the ultimate load analysis and the finite element analysis
钢筋混凝土板的非线性分析方法主要有极限分折和有限元分析。 |
| 5. | Experimental study on the bending behavior of reinforced concrete slabs strengthened by using high - strength steel - wire mesh and polymer morter
高强钢绞线网聚合物砂浆加固钢筋混凝土板抗弯试验研究 |
| 6. | The exist of openings will change slabs " mechanical behavior . so the right disposal around of openings is indispensable step of engineering practice
梁中、板中开孔的情况越来越多，这些孔口的存在往往会改变钢筋混凝土板原来的受力性能，因此孔口周边的正确处理就成为工程实践中必不可少的环节。 |
| 7. | Finally , numerical examples illustrate the application of the proposed approach to the design of reinforced concrete deck - girder , and the results showed that the model and method are reasonable and practical
最后给出了运用该方法求解钢筋混凝土板梁式公路桥梁最优设计的算例，结果表明本文所建立的最优设计模型及所使用的求解方法是合理的、实用的。 |
| 8. | ( 4 ) finally , the advantages and disadvantages of nonlinear analysis of reinforced concrete slabs with three dimensional element are discussed . and some suggestions on the implementation of brick element in plates analysis are given
( 4 )总结了三维实体单元用于钢筋混凝土板非线性分析的优势与缺陷，提出了一些关于进一步使用三维实体单元对板进行分析的建议和需要解决的问题。 |
| 9. | In the layered model , transverse shear is ignored and material is assumed to be in a state of plane stress , and some other presuppositions are introduced , such as cracking of concrete takes place only in the plane perpendicular to the normal
但是钢筋混凝土板的非线性有限元研究目前一般都是采用分层法，将板分成若干混凝土层和钢筋层，忽略横向的剪切影响，各层混凝土材料按平面应力状态处理，这与真实情况有区别。 |
| 10. | The introduction of these presuppositions are not real and may result in wrong resolutions by ignoring some dangerous situations . the present thesis attempts to implement a nonlinear fem analysis by using 8 - noded isoparametric brick element with equivalent reinforcement membrane
因此，本文尝试性地摒弃这些假定，运用带钢筋薄膜的八结点六面体等参数单元，以三维实体单元来对钢筋混凝土板进行了非线性有限元分析。 |
