采油平台淘空防护措施的试验研究

通过室内试验,研究了采油平台的冲淘机理和防护措施,对仿生海底、仿生林、抛石块、抛石子袋等防冲淘措施进行了方案设计和试验,完成了导管架式、桶形基础式、沉垫式3种采油平台的冲淘及防护措施试验研究,提出和完善了多层次抛石防护技术,并将研究成果成功应用于海上防护工程.提出的研究思路以及得到的研究成果,对解决胜利油田海区粉土地基的防冲淘难题具有重要指导意义.     

开敞式滩海油田保滩促淤工程研究

分析了飞雁滩油田海区的海洋环境条件,试验研究了不同结构型式潜堤的稳定性和保滩促淤效果,对潜堤的保滩促淤效果和淤积速率进行了预测,对工程布置、潜堤结构方案、基础冲刷防护措施和潜堤顶高程提出了建议．     

苏州城郊村镇分布特征

苏州市郊区村镇密布,基本上呈一里一村。在近20年的地区城市化快速发展带动下,村镇面积也逐步扩大,但众多村镇的空间分布格局一直未变。在苏州实现全面小康社会目标以及保护耕地,实现耕地总量动态平衡的要求下,村镇的传统分布格局必须有所调整,否则会影响小康目标以及可持续发展在整个地区的顺利实现。为此,利用遥感和GIS技术提取了苏州城郊390个村镇的空间分布特征参数,主要包括村镇面积、面积等级、密度以及村镇之间距离。通过对这些参数的统计分析,探讨了本区村镇分布的主要影响因素和基本表现规律,分析了进行苏州郊区村镇布局调整的可能性与意义,在此基础上提出了一种进行村镇布局调整的决策方法,从地理科学角度为苏州地区耕地保护和城乡统筹科学发展提供技术支持。     

手机通信无线基站防雷检测方法和步骤

运用雷电防护理论,探讨手机通信无线基站在当前防雷设备配置下,进行防雷检测的方法和步骤,并提出在防雷检测中注意的一些问题。     

基于灰度—梯度共生矩阵的植被提取方法

在灰度共生矩阵的基础上融入梯度信息,提出灰度—梯度共生矩阵模型,再结合Laws纹理能量测度算法对植被进行提取,得到了较好的实验结果,可应用于遥感影像中的植被监测。     

厦门岛会展中心海滩养护及其对我国海岸防护的启示

硬式护岸是传统的海岸防护手段.近几十年来,以养护海滩为主的软式护岸已成为欧美发达国家海岸防护的主要措施,而我国尚处于起步阶段.本文以厦门岛会展中心海岸养滩实践为例,通过分析其海岸地貌演变历史、数值模拟养滩工程方案及定期观测海滩养护后剖面的变化,论述了该工程的必要性和可行性,以及养护后海滩的稳定性.同时,结合发达国家护岸的发展趋势,对我国的护岸转型作了思考.研究表明厦门岛会展中心海滩养护工程的施工使该海岸防护方式由硬式转变为软式,工程完成后为期半年的剖面监测数据显示单位宽度留存的沙量平均为381.4 m3/m,为施工初期平均值440 m3/m的86.7％,表明该海滩基本稳定.海滩养护可以修复受损的海滩或者营造新的滨海沙滩,改善滨海城市环境,提高城市品位,促进城市滨海旅游的发展,进而带动社会经济的发展,具有社会、经济、环境、生态等多方面的效应.我国海岸防护观念正在由传统的硬结构护岸转向软式的沙滩护岸,海滩养护将是我国未来海岸防护的一种更好的措施.     

基于3维全景地图的重大环境风险源管理系统构建研究

从环境风险源的可视化管理和应急辅助决策出发,提出了基于3维全景地图的环境风险源管理系统的技术架构,研究了3维全景地图数据的建设过程,并基于3维全景技术实现了环境风险源的全面管控,其研究成果对于其他省市环境风险源的日常监管、应急处置等具有较好的参考价值。     

滨海休闲体育产业的绿色发展研究

概述了滨海休闲体育产业绿色发展的研究现状,界定了滨海休闲体育产业绿色发展的概念,论述了滨海休闲体育产业绿色发展的必然趋势,分析了绿色发展的制约因素,探讨了滨海休闲体育产业绿色发展的实现路径。     

Dynamic response and optimal design of structures with large mass ratio TMD

This paper investigates the dynamic behavior and the seismic effectiveness of a non‐conventional Tuned Mass Damper (TMD) with large mass ratio. Compared with conventional TMD, the device mass is increased up to be comparable with the mass of the structure to be protected, aiming at a better control performance. In order to avoid the introduction of an excessive additional weight, masses already present on the structure are converted into tuned masses, retaining structural or architectural functions beyond the mere control function. A reduced order model is introduced for design purposes and the optimal design of a large mass ratio TMD for seismic applications is then formulated. The design method is specifically developed to implement High‐Damping Rubber Bearings (HDRB) to connect the device mass to the main structure, taking advantage of combining stiffness and noticeable damping characteristics. Ground acceleration is modeled as a Gaussian random process with white noise power spectral density. A numerical searching technique is used to obtain the optimal design parameter, the frequency ratio alpha, which minimizes the root‐mean‐square displacement response of the main structure. The study finally comprises shaking table tests on a 1:5 scale model under a wide selection of accelerograms, both artificial and natural, to assess the seismic effectiveness of the proposed large mass ratio TMD. Copyright © 2011 John Wiley & Sons, Ltd.     

Seismic response of steel frame structures with hybrid passive control systems

The concept of the hybrid passive control system is studied analytically by investigating the seismic response of steel frame structures. Hybrid control systems consist of two different passive elements combined into a single device or system. The hybrid systems investigated in this research consist of a rate‐dependent damping device paired with a rate‐independent energy dissipation element. The innovative configurations exploit individual element strengths and offset their weaknesses through multiphased behavior. A nine‐story, five‐bay steel moment‐frame was used for the analysis. Six different seismic resisting systems were analyzed and compared. The conventional systems included a special moment‐resisting frame (SMRF) and a dual SMRF–buckling‐restrained brace (BRB) system. The final four configurations are hybrid passive systems. The different hybrid configurations utilize a BRB and either a high‐damping rubber damper or viscous fluid damper. The analyses were run in the form of an incremental dynamic analysis. Several damage measures were calculated, including maximum roof drift, base shear, and total roof acceleration. The results demonstrate the capability of hybrid passive control systems to improve structural response compared with conventional lateral systems and to be effective for performance‐based seismic design. Each hybrid configuration improved some aspect of structural response with some providing benefits for multiple damage measures. The multiphased nature provides improved response for frequent and severe seismic events. Copyright © 2011 John Wiley & Sons, Ltd.