非开挖三维轨迹设计软件的应用与优化

文章对非开挖导向孔三维轨迹设计软件的功能和使用方法进行了介绍,对该系统近两年的工程应用进行了总结,并通过一个典型工程实例介绍了软件模拟施工环境和设计轨迹的过程。通过用户反馈信息的搜集,介绍了软件存在的部分问题及其改进方案,并对软件的进一步开发的思路进行了展望。     

Evaluation of wave impact loads on caisson breakwaters based on joint probability of impact maxima and rise times

When waves break against seawalls, vertical breakwaters, piers or jetties, they abruptly transfer their momentum into the structure. This energy transfer is always spectacular and perpetually unrepeatable but can also be very violent and affect the stability and the integrity of coastal structures. Over the last 15 years, increasing awareness of wave-impact induced structural failures of maritime structures has emphasised the need for a more complete approach to dynamic responses, including effects of impulsive loads. At the same time, movement of design standards toward probabilistic approaches requires new statistical tools able to account for uncertainties in the variability of wave loading processes. This paper presents a new approach to the definition of loads for use in performance design of vertical coastal structures subject to breaking wave impacts.     

创意城市网络下日本神户设计之都的规划与实践

创意城市是城市复兴和再生的发展模式,创意城市网络是推动创意城市发展的全球性载体。这种跨地域、跨国家、跨大洲的城市网络与创意城市发展的地理过程、空间格局逐步成为新的地理现象。本文以神户为例,分析神户创意城市发展的背景条件,研究其指向设计之都的主导产业与规划内容,探讨其推进设计之都建设的实践与经验。     

引黄入晋工程的桩号系统设计与应用

对于象引黄入晋工程这样的由多个混凝土建筑物紧密且“硬性”衔接而成的,高精度、超长线路工程来说,村号系统设计是一个十分重要且具有实际应用意义的问题,为了避免高斯投影误差与高程投影误差对桩号的影响,解决桩号方面由此而引起的矛盾,以及满足工程远程运营管理对桩号的要求,作者提出了在工程的勘测设计、施工和运营管理等阶段中,应分别使用设计桩号、施工桩号和管理桩号,这３种桩号就构成了超长线路工程的桩号系统。文中     

Probabilistic versus deterministic seismic hazard analysis: an integrated approach for siting problems

A methodology is proposed to determine design earthquakes for site-specific studies such as the siting of critical structures (power plants, waste disposals, large dams, etc.), strategic structures (fire stations, military commands, hospitals, etc.), or for seismic microzoning studies, matching the results of probabilistic seismic hazard analyses. This goal is achieved by calculating the source contribution to hazard and the magnitude–distance deaggregation, showing that, varying the selected frequency and the level of hazard, the reference earthquakes are changed as a result. A procedure is then adopted to minimize the residuals between the uniform hazard spectrum (target motion) and the design earthquake spectrum, to provide a specific earthquake scenario encompassing all the frequencies of the target motion. Finally, some considerations on the use and the influence exerted by ground motion uncertainty (σ) on hazard deaggregation are outlined.     

State-of-the-art of geotechnical earthquake engineering practice

Major developments in geotechnical earthquake engineering practice over the last 15 years are reviewed. The objectives of the review are to present a coherent view of the current state of practice at the highest level and to examine trends, which may shape practice in the future. Developments are described in the following areas: specification of design ground motions, dynamic response analysis, evaluation of liquefaction potential, evaluation of residual strength of liquefied soil, post-liquefaction displacement analysis, and seismic risk analysis.     

圆环形钢筋混凝土支撑体系在深基坑支护中的设计与应用

通过对“苏州商品交易市场”深基坑这一成功设计实例的介绍 ,全面阐述了圆形钢筋混凝土支撑体系独特的布置形式、内力的计算模式、方法和结果 ,以及在施工过程中的质量保证措施     

地震通信中常用短波天线的设计与架设

任何无线电通信设备都是通过天线发射电波来传送信息的,因而,它在无线电通信 中占有极其重要的地位．笔者在本文中结合实际工作中的体会讨论了短波天线的类型和基本 特性,并提出了地震通信中常用短波天线的设计方法和架设要求．     

典型土-岩复合边坡抗滑桩内力分析与设计方法

边坡工程中的土-岩复合边坡是一种典型的边坡类型,其主要特点是土岩分界面常常成为边坡的潜在滑动面。本文以典型土-岩复合边坡抗滑桩工程为背景,对传统的传递系数法计算边坡下滑推力进行了改进,桩前土体抗力采用弹性抗力计算,并引入双参数法,建立了抗滑桩内力挠曲微分方程,探讨了不同类型的抗滑桩(刚性桩、弹性桩)位移和内力计算方法,为有效地解决土-岩复合边坡抗滑桩内力计算问题提供了新途径。据此采用VC编制了面向对象、集设计、分析计算以及绘图于一体的计算机辅助设计系统,显著提高了计算速度和计算精度,实现了抗滑桩的优化设计,并成功地应用于典型土-岩复合边坡工程,对类似工程实践具有参考价值。     

岩溶地区建筑场地岩土工程勘察评价及基础类型分析探讨

本文针对岩溶地区某勘察场地的岩土工程条件和溶洞、土洞的发育特征,进行岩土工程的勘察评价。并结合工程实践经验,对建筑物的基础选型和设计的有关问题进行较为详细的分析探讨。