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??????????????GPS??????????????е????????????????????????λ??????????????????????????????????ε???????????????????ε????????????????λ???1.5??2 m??????δ???????????????????????????Σ?????λ????0.8 m???????δ?????в??????????λ???0.7 m?????????κ???????????????????????????Ρ????????y????????λ?????????????????????????????????????????????λ????????????     

花岗岩低温热力效应参数及强度规律研究

长期处于变低温环境中的岩石热力学效应主要表现为材料的力学特性参数、热力系数和饱和冻结状态孔隙冰胀系数等随温度改变而发生变化,这种变化对岩体的变形及强度特性均有显著影响。根据变物性参数的非线性热弹性理论,建立了考虑热力系数和冰胀力系数的本构方程,给出了单轴压缩条件下热力效应系数随温度变化的分析格式和确定方法;借助于花岗岩不同低温干燥和饱和冻结状态的单轴压缩试验资料,获得了花岗岩低温热力效应与温度的关系,并探讨了其对花岗岩抗压强度的影响特性。分析表明,在变低温环境下花岗岩热力系数和冰胀力系数均随相对温差的增大而逐渐减小,热力系数降低速率小于冰胀系数降低速率,在同一温差下热力系数大于冰胀系数;热应力和冰胀应力与温度改变量呈非线性增长关系;花岗岩抗压强度在两种状态下均呈增大趋势,但主要以热应力为主,热力系数引起的试样轴向应力增量总是大于冰胀力引起的轴向应力增量。所给方法及研究成果可用于长期处于变低温状态下材料的力学性能研究及其工程应用。     

Response of the Fatih Sultan Mehmet Suspension Bridge under spatially varying multi-point earthquake excitations

The study aims at investigating the structural behavior of the Fatih Sultan Mehmet Suspension Bridge, i.e. the second Bosphorus Bridge in Turkey, under multi-point earthquake excitations, and determining the earthquake performance of the bridge based on the results obtained from this analysis. For this objective, spatially varying ground motions in triple direction were produced for each support of the bridge considering the Mw=7.4 scenario earthquakes on the main Marmara Fault. In order to simulate the ground motions, modified stochastic finite-fault technique was utilized. Taking the ground motions into account, non-linear time-history analysis was carried out, and the results obtained from the analysis were compared to those from uniform support earthquake excitation to identify the effects of multi-point earthquake excitations on the seismic performance of the bridge. From the analysis, it was determined that modal response of the towers and the deck was mostly effective on dynamic response of the entire bridge rather than other structural elements, such as cable and approach viaduct. Compared to the results obtained from simple-point earthquake excitation, noticeable axial force increase in the cable elements was obtained under multi-point earthquake excitation. The changes at the main cable and the side span cable were determined as 21% and 18%, respectively. This much increase in the cable elements led to increase in axial force at the towers and in shear force at the base section of the tower column. These changes in the structural elements were closely related to response of the deck and the towers since they had considerable contribution to response of the entire bridge. Based on the findings from the study, spatially varying ground motions has to be considered for long span suspension bridges, and the multi-support earthquake analysis should be carried out for better understanding and obtaining reliable results necessary for retrofitting and performance evaluation.     

Approximation approach to the SRM based on root decomposition in the simulation of spatially varying ground motions

The spectral representation method(SRM) is widely used to simulate spatially varying ground motions.This study focuses on the approximation approach to the SRM based on root decomposition,which can improve the efficiency of the simulation.The accuracy of the approximation approach may be affected by three factors: matrix for decomposition,distribution of frequency interpolation nodes and elements for interpolation.The influence of these factors on the accuracy of this approach is examined and the following conclusions are drawn.The SRM based on the root decomposition of the lagged coherency matrix exhibits greater accuracy than the SRM based on the root decomposition of the cross spectral matrix.The equal energy distribution of frequency interpolation nodes proposed in this study is more effective than the counter pith with an equal spacing.Elements for interpolation do not have much of an effect on the accuracy,so interpolation of the elements of the decomposed matrix is recommended because it is less complicated from a computational efficiency perspective.     

地籍档案数据库迁移的研究与应用

随着数据库系统的不断发展和数据量的不断增加,新数据库必须接纳旧数据库的数据。在研究数据迁移理论的基础上,结合广东省某市地籍档案数据库迁移的实际过程,提出了地籍档案数据库迁移的技术方案和实施流程,并对数据迁移过程中遇到的问题、解决的方法进行了总结,为地籍档案数据库迁移探索了一条完整的技术路线,确保迁移后数据的准确可靠,可为其他类似工作提供了参考和技术支持。     

Python结合SQL建立地籍数据库的方法

在云南省某建制镇地籍数据库建设中,综合利用多种公共软件平台,配合Python编程、SQL查询语句完成了数据建库工作,在降低生产投入、提高效率的同时,使作业员的综合业务能力得到较大提高。     

国有土地地籍调查工作流程探讨

基于笔者多年地籍调查的相关工作经验,以广州市国有土地地籍调查工作流程为研究对象,对国有土地登记前的地籍调查的流程进行了分析探讨。全文是笔者长期工作实践基础上的理论升华,相信对从事相关工作的同行有着重要的参考价值和借鉴意义。     

CORS技术在集体土地地籍测量中的应用

介绍了连续运行卫星定位系统（CORS）的特点、工作原理和数据通讯,及其在集体土地地籍测量中的应用实例。     

地籍数据库与地籍调查成果衔接的探讨

本文以现常用的地籍数据库为例,分析了常用的地籍数据库及现管理模式下日常地籍调查成果与地籍数据库间衔接的相关问题,并提出了解决的思路和想法,以便为城乡地籍统一管理和“一线图”平台的建设提供参考.     

重庆市城镇地房籍系统建设与应用

通过建设重庆市城镇地房籍系统,重庆市国土房管局实现了对全市38个区县土地房屋权属登记和房地产交易的集中统一管理,达成了全市范围内＂以图管地、以图管房、地房合一＂的管理目标,为下一步开展不动产统一登记提供了较好的实践经验。本文主要从地房籍数据清理和整合、系统体系架构、主要功能和系统特点等方面进行详细介绍。