搜索结果: 1-15 共查到“知识库 结构设计”相关记录102条 . 查询时间(2.968 秒)
提出一种双曲型钢管叠层黏弹性阻尼器，介绍构造、原理与特点。采用ABAQUS软件，建立钢管阻尼器、双曲型钢管阻尼器、钢管叠层黏弹性阻尼器和双曲型钢管叠层黏弹性阻尼器4种阻尼器有限元模型，从应力分布、力学性能进行模拟分析，结果表明：在钢管阻尼器内设置叠层黏弹性体可有效延缓钢管局部屈曲，充分发挥钢管耗能能力；双曲型钢管形式改善钢管阻尼器应力分布，使变形和耗能集中于阻尼器中部，避免阻尼器端部和连接处破坏；...
通过数值模拟和理论分析，研究了盾构隧道开挖面挤出破坏机理。首先，利用有限元软件进行了数值模拟，揭示了隧道开挖面挤出破坏的局部失稳模式，得到了盾构隧道开挖面挤出破坏的局部失稳比和极限支护压力。此外，还进行了摩擦角和相对埋深对局部失稳比率和极限支护压力的参数敏感性分析。其次，基于极限分析方法，提出了一种考虑局部失稳模式的隧道开挖面挤出破坏新机制。新的被动破坏机理由五个圆锥台和作用在圆锥台上的分布力组成...
基于随机森林的复合地层盾构切口泥水压力预测与分析
切口泥水压力 随机森林 预测分析 盾构
2021/4/7
盾构切口泥水压力是维持开挖面稳定最重要的因素。针对目前切口泥水压力与盾构掘进参数之间关系不明确的问题，基于Python提出了一种随机森林预测模型。以京张高铁清华园隧道工程为依托，考虑盾构几何参数、施工掘进参数以及泥水参数等因素的影响，通过网格搜索方法以及5折交叉验证法进行模型超参数调整，建立了盾构切口泥水压力的随机森林预测模型。研究结果显示随机森林模型对于复合地层盾构切口泥水压力预测具有较高的准确...
抗震设防烈度对剪力墙结构土建成本的影响分析
地震动参数 新区划图 剪力墙结构 土建成本
2018/12/29
国家标准《中国地震动参数区划图》（GB18306-2015）已于2016年6月1日起开始实施。新一代区划图的实施，使得建筑的土建成本相对于之前有所变化。运用结构设计软件按照相关规范规定的最低标准完成剪力墙结构构件在不同地震动参数情况下的内力和配筋计算，并根据最新的建设工程预算定额和估价表，对上述情况进行施工图预算并在经济性方面进行系统的对比分析。结果表明：随着设防烈度的提高，剪力墙结构土建工程每平...
DESIGN OF APPLICATION ARCHITECTURE FOR SPATIAL INFORMATION BASED VOLCANIC DISASTER RESPONSE SYSTEM
volcanic disaster spatial information based response system application architecture
2018/5/8
The Korean Government has executed the research project named “The development of volcanic disaster response system”. The phase I of this project was completed at 2015. From the year 2015, phase II of...
Utopia In The Apocalypse: Creating A Framework Of Survival Systems
Architecture Survival Systems Framework
2014/10/29
As medicines continue to evolve, as well as our tendency to misuse and abuse them, viruses become more and more resilient. While the flu is largely an inconvenience which at its worst may result in a ...
Architecture for Science: Space as an Incubator to Nurture Research
Collaborative Research Flexibility Incubator
2014/10/29
This thesis will study how scientific research environments should be designed, specifically addressing the issues beyond mere needs of research scientists. Assuming that the purpose of research is to...
The focus of this thesis is the creation of a series of architectural installations, bridges and gardens that link together via a pedestrian/bike path to connect the urban center of Main St. in Brattl...
Redesigning Suburbia: Establishing a New Infill Development Model for Existing Suburban Communities
Deconstruction Prefab Eichler, Simi
2014/10/29
The suburb's contribution to natural resource depletion, reliance on the automobile, and disregard for social connections has been well documented in the last 10-20 years. While these depictions are o...
The project aims to restore the cultural and historical richness of Bengali nation in urban scale and preserve the historical site of the area which contains some glorious memories of our Language Mov...
A Sustainable Design for the American Commercial Strip Mall
Strip Mall Design Sustainable Green
2014/10/29
The purpose of this project is to present an alternative in form, materials, and energy performance to the existing building type that has been the staple used in construction of American Commercial S...
针对平衡炮试验中常用的前后定心式弹托设计，在文献［3］Forrestal侵彻模型基础上，建立带前后定心式弹托的刚性弹体侵彻模型，分析弹托相对附加质量、弹托组件与弹体连接强度、侵彻着速等因素对弹体侵彻终点效应的影响规律。分析结果表明：弹托附加质量越大，对侵彻深度增益越明显；随着侵彻初速的提高，弹托附加质量对侵彻深度增加量的影响逐渐增大，弹托的连接强度对侵彻深度的影响越来越小。
主要从砂卵石地层的分类特征、特殊结构及场内施工条件等三个方面，对基坑支护结构设计及施工工艺选择，进行深入、系统的分析论证，力求在砂卵石地层中的基坑支护设计方案更科学、可行、经济。