直立式防波堤

直立式防波堤的滑移设计

Sliding Design of Upright Breakwater

斜向波对直立式防波堤堤头作用的试验研究

Experimental Study of Oblique Wave Force Acting on a Vertical Breakwater Head

直立式防波堤基底波浪渗流压力解析解

An Analytical Solution to Wave Induced Seepage Pressure under a Breakwater

抛石基床是重力式码头和直立式防波堤的基础。

Rubber bed is the foundation of gravity wharf and vertical breakwater .

直立式防波堤水平波浪力的概率分布

Probabilistic Distribution of Horizontal Wave Forces on Vertical Breakwaters

对管式透空直立式防波堤国内外的研究和应用作了介绍，分析了我国的研究和应用实践

In this paper research and application of perforated breakwater are introduced and analyzed

直立式防波堤工程的风险评估模型分析

Analysis of Risk Assessment Model for Vertical Breakwaters

荷载变量相关下直立式防波堤的可靠度

Reliability of vertical breakwaters with correlated load variables

直立式防波堤是一种重要的防波堤结构形式，在海港工程中应用非常广泛。

Vertical breakwater widely used is port projects is an important type of breakwaters .

关于直立式防波堤分项系数的确定

Determination of Partial Coefficients of Vertical Breakwaters

削角直立式防波堤可靠度分析

Reliability Analysis of Chamfered Vertical Breakwater

直立式防波堤是最常用的外海防护建筑物和护岸建筑物之一，作用于它的主要荷载是波浪力。

Vertical breakwater is one of typical maritime sheltering structures , which is mainly subjected to wave forces .

试验研究了多向随机波浪在直立式防波堤和斜坡式防波堤前的反射情况。

In this paper , the laboratory study of multi-directional random wave reflection on vertical and sloping breakwaters is presented .

对远破渡、近破波作用下直立式防波堤前海床的冲刷问题进行了研究。

The scours of sand bed in front of vertical breakwaters under the action of broken waves and breaking waves are investigated .

由于港口及其海岸防护技术要求的提高，在工程实际中对直立式防波堤的要求也越来越高。

With the improvement of the port and the coast protection technology , the vertical type breakwater requirements in engineering practice is higher and higher .

抛石基床作为重力式码头和直立式防波堤的基础，对保证这两种结构形式的稳定具有关键性的作用。

As the foundation of gravity wharf and vertical breakwater , rubble bed plays an important role in maintaining the stability of the two kinds of structures .

直立式防波堤应是双向破坏模式，同样需考虑整体破坏与局部破坏。

And the mode of failure of a vertical breakwater is bidirectional and it is also required to consider simultaneously both the global failure and the local failure .

关于直立式防波堤的设计，我国现行规范采用以概率论为基础的分项系数表达的极限状态设计方法，这是可靠性理论分析和长期实践经验相结合的近似概率法。

According to current Chinese standards , design method of upright breakwaters is the Partial Coefficient Method , which is an approximate probability method based on reliability theory analysis and long-term practical experience .

基于风险评估的基本理论，在分析原有设计方法的基础上，将风险评估理论引入到防波堤工程上来，给出了直立式防波堤工程的风险评估模型。

Based on the risk assessment theory , analyzing the shortcoming of the former design method , risk assessment method is introduced into breakwater engineering , risk assessment model for the vertical breakwater is presented .