地震动调整,adjustment of earthquake ground motions
1)adjustment of earthquake ground motions地震动调整
2)seismic force modification factor地震力调整系数
1.Dynamic P-Δ effects onseismic force modification factors;动力P-Δ效应对地震力调整系数的影响
2.Based on an elasto-plastic time-history earthquake analysis of a single degree of freedom system(SDOF),theseismic force modification factor R of the modified-Clough(MC) model,which can be employed to represent structures that exhibit stiffness degradation when subjected to cyclic loading,is investigated.采用反向加载时刚度退化的修正克拉夫(Modified-Clough,MC)滞回模型,计算了单自由度体系(SDOF)在四类场地下各74～106条地震波输入后的弹塑性动力时程响应,得到了不同自振周期、延性、阻尼比和后期刚度系数等参数组合下的地震力调整系数R。
3)adjustment of earthquake-shearing-force地震剪力调整
1.Reasonableadjustment of earthquake-shearing-force in frame-shearwall structure框架-剪力墙结构中地震剪力调整方法的选用分析
英文短句/例句
1.Reasonable adjustment of earthquake-shearing-force in frame-shearwall structure框架-剪力墙结构中地震剪力调整方法的选用分析
2.It lists different calculation methods of water floatage, and emphasizes the importance of stiffness adjustment function of shearwall structure under the circumstance of earthquake, which may provide a reference for design work.结合本项工程,强调了剪力墙结构在地震作用下调整刚度的重要性,以供设计参考。
3.ADJUSTMENT VARIATION OF STRESS FIELD IN CHINA WITH THE AKITA EARTHQUAKE IN JAPAN IN 1983日本秋田地震(1983年7.7级)引起我国应力场的震时调整变化
4.Control of Reinforced Concerete Frame-Wall Construction under Earthquake Motions;钢筋混凝土框架—剪力墙结构地震控制
5.Analysis of Nonlinear Seismic Responses of Fame-wall Buildings框架-剪力墙结构非线性地震反应分析
6.Push-over analysis of earthquake response for frame-shear structure框架剪力墙结构地震反应push-over分析
7.3D Inelastic earthquake response of frame-shear wall structures框架-剪力墙结构三维弹塑性地震反应
8.Model for analyzing seismic response of RC shear/core wall structure under major earthquakes大震下RC剪力墙(筒体)结构地震反应分析模型
9.Seismic Response Analysis on Frame-Supported Shear-Wall Structures and Their Effects of Energy Dissipation and Seismic Mitigation框支剪力墙耗能减震结构的地震反应分析
10.CO-SEISMIC RESPONSE AND POSTSEISMIC EFFECT OF GEOTHERM ON WENCHUAN Ms8.0 EARTHQUAKE地热对汶川8.0级地震的同震响应及震后调整
11.The Optimization of Shear Wall in Frame-Shear Wall Structure under Horizontal Earthquake Function;水平地震作用下框架—剪力墙结构中剪力墙的优化研究
12.Nonlinear Finite Element Model Seismic Analysis of Shot-leg Shear Wall;短肢剪力墙非线性力学模型及地震反应分析
13.Preliminary Study on Adjusting Effect of Great Earthquake in Chinese Mainland中国大陆特大地震的地震调整作用初步研究
14.Nonlinear Seismic Response Analysis of Frame Supported Short-Leg Shear Wall with Special Shaped Columns Structure Under Unusual Earthquakes异形柱一框支短肢剪力墙结构在地震作用下非线性地震反应分析
15.Simplified Calculation for Inter-story Earthquake Shear Force of Multistory Masonry Buildings多层砌体房屋楼层地震剪力的简化计算
16.EARTHQUAKE RESPONSE OF R/C FLAT PLATE-COLUMN WITH SHEAR WALL STRUCTURES钢筋混凝土板柱-剪力墙结构的地震反应
17.Simplified Method of Calculating the Earthquack Actions and Shear Forces of Multi-Story Building Structures计算多层房屋结构地震作用和剪力的简化方法
18.Seismic Analysis of a High-rise Building of Short-pier Shear Wall Structure with High Transfer Floor;高位转换短肢剪力墙结构的地震反应分析
相关短句/例句
seismic force modification factor地震力调整系数
1.Dynamic P-Δ effects onseismic force modification factors;动力P-Δ效应对地震力调整系数的影响
2.Based on an elasto-plastic time-history earthquake analysis of a single degree of freedom system(SDOF),theseismic force modification factor R of the modified-Clough(MC) model,which can be employed to represent structures that exhibit stiffness degradation when subjected to cyclic loading,is investigated.采用反向加载时刚度退化的修正克拉夫(Modified-Clough,MC)滞回模型,计算了单自由度体系(SDOF)在四类场地下各74～106条地震波输入后的弹塑性动力时程响应,得到了不同自振周期、延性、阻尼比和后期刚度系数等参数组合下的地震力调整系数R。
3)adjustment of earthquake-shearing-force地震剪力调整
1.Reasonableadjustment of earthquake-shearing-force in frame-shearwall structure框架-剪力墙结构中地震剪力调整方法的选用分析
4)adjustment of earthquake action effect地震作用效应调整
5)Adjustment coefficient of seismic resistance地震抗力调整系数
6)postseismic adjustment震后调整
1.According to the form,co-seismic response andpostseismic adjustment can be devided into four types:gradual change,step change and resuming,impulse and oscillation.0地震的响应,发现有134个台站存在同震响应和震后调整现象,其同震响应与震后调整按形态分为4种类型:渐变型、阶变恢复型、脉冲型和振荡型,分析还发现地热震后调整中含有相对当地应力状态调整的信息。
延伸阅读
法克森曳力系数分子式：CAS号：性质：指穿过润胀的渗透膜时受阻扩散速率的力。穿过润胀的渗透膜时受阻扩散速率与不受阻扩散速率的比值，称为曳力系数。亦称法克森曳力系数。
