| 1. | Random optimum analysis of strip foundation beams of pile
条形桩基承台梁随机优化分析 |
| 2. | On the classification of elastic foundation beams with finite length
关于有限长弹性基础梁的分类 |
| 3. | Elastic foundation beam
弹性地基梁11 |
| 4. | A method for determining rational anchorage - angle of foundation beam with prestressed anchor - cable
预应力锚索地梁中合理锚固角的确定 |
| 5. | Numerical evaluation of the strip foundation beams under the pillars of the box - type hoist tower
箱形井塔柱列下条形基础梁的数值计算分析 |
| 6. | To verify the program , a foundation excavation case is analyzed respectively by dpfbm1 . 0 and elastic foundation beam method
为了检验dpfbm1 . 0程序的准确性，本文采用该程序对工程实例进行了分析。 |
| 7. | Thirdly , study on one kind of composite soil nailing , that is , a combination of soil nails with waterproof cement - soil mixing pile wall , were carried out by the theory of elastic foundation beam
第三，对土钉与水泥土桩联合支护型式中的面层进行了理论分析，并通过实例计算来验证理论分析的正确性和合理性。 |
| 8. | The paper also establishes the iii displacement back - analysis method and real - time optimum flow chant according lo the theories of flexible foundation beam and mathematics program
深入研究了深基坑开挖反分析的基本概念，并建立了基于弹性地基梁与数学规划的深基坑工程位移反分析方法和深基坑施工实时优化流程图。 |
| 9. | The theoretical model on reinforced earth retaining wall was given . 5 . a lateral displacement analysis model about reinforced earth retaining wall that treats the wall ' s face panel as an elastic foundation beam has been presented
在楔体破坏的基础上，探讨了加筋土支挡结构的侧向土压力分布规律，建立了一种加筋土支挡结构侧向变形分析的理论模型。 |
| 10. | According to the complex behavior of strip foundation beams of pile , the internal stress distribution of foundation beams is influenced by the indetermination and random of the bearing capacity of pile foundations under the beams
摘要在考虑基桩承载力差异性和桩土共同工作等因素的基础上引入随机优化分析理论，提出了基桩承载力随机生成的计算机方法，并采用遗传算法对承台梁内力进行随机分析。 |
