基于性能的抗震评估,Performance-based seismic evaluation
1)Performance-based seismic evaluation基于性能的抗震评估
1.Ductility spectrum method with constant ζ_y in performance-based seismic evaluation of building structures;建筑结构基于性能的抗震评估的等ζ_y延性谱法
英文短句/例句
1.The Performance-Based Earthquake-resistant Evaluation Method of Rubber Bearing Base Isolation;橡胶垫基础隔震结构基于性能的抗震评估方法
2.Performance-Based Seismic Evaluation for Infilled Frames;填充墙框架结构基于性能的抗震评估研究
3.Sesimic Assessment of Existing Reinforced Concrete Frame Structure Based on Performance;既有钢筋混凝土框架结构基于性能的抗震评估
4.Performance-Based Seismic Evaluation for an Existing Reinforced Concrete High-Rise Building既有钢筋混凝土高层建筑基于性能的抗震评估
5.Performance-based Seismic Design Method and Application in Seismic Evaluation of Tall Building Hybrid Structure;基于性能的抗震设计方法及其在高层混合结构抗震评估中的应用
6.Research and Application on Performance-based Seismic Evaluation Method for RC Frame Structures;基于性能的建筑结构抗震安全评估及应用研究
7.Push-Over Analysis of Renovated Structures for Seismic Performance Evaluation基于Pushover方法对改造建筑物抗震性能的评估
8.Evaluation on earthquake resistance of steel concrete structure on base of displacement型钢—混凝土结构基于位移的抗震性能评估
9.Elastic-Plastic Analysis and Aseismatic Behaviors Evaluation Based on Performance for Wooden Frame Palace with Dougong in Qing Dynasty;清代大式殿堂体系弹塑性分析及基于性能的抗震性能评估
10.The Research of Evaluation for Seismic Disaster Prevention of City Important Buildings;基于功能设计的城市重要建筑物抗震性能评估的研究
11.A New Method for Evaluating Seismic Performance based on Displacement and Hysteretic Energy基于位移及滞回耗能的结构抗震性能评估新方法
12.Performance Based Seismic Research and Damage Assessment of Reinforced Concrete Structures;钢筋混凝土结构基于性能的抗震研究及破坏评估
13.Earthquake Resistance Research and Damage Evaluation of Frame-ShearWall Structure框架—剪力墙结构基于性能的抗震研究及破坏评估
14.Seismic Performance Evaluation of Urban Rail Transit Bridge Applying Mode-based Pushover Analysis Method基于模态分析Pushover方法的城市轨道交通桥梁抗震性能评估
15.Seismic Evaluation of Masonry Structures Based on Push-over Method for Primary and Middle School Buildings基于Pushover方法的砌体结构中小学建筑抗震性能评估
16.Performance-based Seismic Design and Damage Assessment for Square Concrete-filled Steel Tubular Structure方钢管混凝土结构基于性能的抗震设计及损伤评估
17.Evaluation method of seismic performance of frame-supported shear wall structure based on probability and displacement基于概率和位移的框支剪力墙结构抗震性能评估方法
18.A Method of Seismic Capacity Evaluation for Bridges Based on Push-over Analysis;基于PUSH-OVER分析的桥梁抗震能力评估方法研究
相关短句/例句
seismic evaluation抗震性能评估
1.Application of capacity spectrum method in bridgeseismic evaluation能力谱方法在桥梁抗震性能评估中的应用研究
2.And its core is the seismic design andseismic evaluation.基于性能的抗震思想是以结构的非线性静力推覆分析为基础,以结构的抗震设计方法和抗震性能评估方法为核心的抗震设计方法。
3)seismic performance assessment抗震性能评估
1.The fundamental of Incremental Dynamic Analysis(IDA) is introduced in this paper,and theseismic performance assessment of bridge piers is coded.简述了增量动力分析(IDA)方法的基本原理,编制了IDA的计算程序,结合桥墩的抗震性能评估,研究了恢复力模型对评估结果的影响。
4)seismic performance evaluation抗震性能评估
1.Many uncertain factors are involved inseismic performance evaluation and the probabilistic results drawn from inadequate information are suspectable.结构的抗震性能评估中包含许多不确定性因素。
2.A modified pushover analysis andseismic performance evaluation for tall building are proposed in the paper.探讨了应用静力、动力弹塑性分析结果进行抗震性能评估的基本原则。
5)performance-based seismic design基于性能的抗震设计
1.Application of ductility demand spectra inperformance-based seismic design;延性需求谱在基于性能的抗震设计中的应用
2.Deformation capacity andperformance-based seismic design for reinforced concrete shear walls钢筋混凝土剪力墙的变形能力及基于性能的抗震设计
3.According to the analysis of relationship between displacement and damage,inter-story drift ratio is selected as quantization indexes inperformance-based seismic design of reinforced concrete(R.通过分析结构变形与损伤的关系,选取层间位移角作为钢筋混凝土框架结构基于性能的抗震设计指标。
6)performance based seismic design基于性能的抗震设计
1.Method ofperformance based seismic design for vertically irregular reinforced concrete frame structures;竖向不规则钢筋混凝土框架结构基于性能的抗震设计方法
2.A simplified yet effective design procedure for viscous dampers was presented based on improved capacity spectrum method using the concept ofperformance based seismic design.在基于性能的抗震设计框架内,提出了粘滞阻尼器基于改进能力谱法的直观设计法。
延伸阅读
不锈钢的物理性能、力学性能和耐热性能不锈钢的物理性能 不锈钢和碳钢的物理性能数据对比，碳钢的密度略高于铁素体和马氏体型不锈钢，而略低于奥氏体型不锈钢；电阻率按碳钢、铁素体型、马氏体型和奥氏体型不锈钢排序递增；线膨胀系数大小的排序也类似，奥氏体型不锈钢最高而碳钢最小；碳钢、铁素体型和马氏体型不锈钢有磁性，奥氏体型不锈钢无磁性，但其冷加工硬化生成成氏体相变时将会产生磁性，可用热处理方法来消除这种马氏体组织而恢复其无磁性。 奥氏体型不锈钢与碳钢相比，具有下列特点： 1）高的电阴率，约为碳钢的5倍。 2）大的线膨胀系数，比碳钢大40％，并随着温度的升高，线膨胀系数的数值也相应地提高。 3）低的热导率，约为碳钢的1/3。 不锈钢的力学性 不论不锈钢板还是耐热钢板，奥氏体型的钢板的综合性能最好，既有足够的强度，又有极好的塑性同时硬度也不高，这也是它们被广泛采用的原因之一。奥氏体型不锈钢同绝大多数的其它金属材料相似，其抗拉强度、屈服强度和硬度，随着温度的降低而提高；塑性则随着温度降低而减小。其抗拉强度在温度15~80°C范围内增长是较为均匀的。更重要的是：随着温度的降低，其冲击韧度减少缓慢，并不存在脆性转变温度。所以不锈钢在低温时能保持足够的塑性和韧性。 不锈钢的耐热性能 耐热性能是指高温下，既有抗氧化或耐气体介质腐蚀的性能即热稳定性，同时在高温时双有足够的强度即热强性。 不锈钢国际标准标准 标准 标准名 GB 中华人民共和国国家标准（国家技术监督局） KS 韩国工业标准协会规格Korean Standard AISI 美国钢铁协会规格America Iron and Steel Institute SAE 美国汽车技术者协会规格Society of Automative Engineers ASTM 美国材料试验协会规格American Society for Testing and Material AWS 美国焊接协会规格American Welding Society ASME 美国机械技术者协会规格American Society of Mechanical Engineers BS 英国标准规格British Standard DIN 德国标准规格Deutsch Industria Normen CAS 加拿大标准规格Canadian Standard Associatoin API 美国石油协会规格American Petroleum Association KR 韩国船舶协会规格Korean Resister of Shipping NK 日本省事协会规格Hihon Kanji Koki LR 英国船舶协会规格Llouds Register of Shipping
