钢筋砼摩擦耗能支撑框架结构的单元刚度和力学模型分析     

李慧峰  张玉蓉 《地震研究》2002,25(1)

为研究钢筋砼摩擦耗能支撑框架结构的动力反应性能 ,对其中的摩擦耗能器单元和框架杆单元的单元刚度和力学模型做了分析。钢筋砼摩擦耗能支撑单元由支撑杆单元和钢板—橡胶摩擦耗能器单元组成 ,支撑单元可取空间杆单元 ,摩擦耗能器单元为平面应力矩形单元。摩擦耗能器单元的剪切恢复力曲线为理想的弹塑性曲线 ,根据耗能器单元的力学模型 ,可确定其在每一时刻的刚度 ;框架结构空间杆单元的恢复力模型采用双线型模型 ,根据杆单元的力学模型 ,可确定其在每一时刻的刚度。并利用所编制的程序对十层单榀两跨空间普通框架和摩擦耗能支撑框架在地震作用下进行了弹塑性反应时程分析 ,结果表明耗能支撑框架的顶层最大位移明显小于普通框架  相似文献   

粘性泥石流残留层的形成及减阻作用--以云南蒋家沟泥石流为例   总被引：1，自引：0，他引：1  

张军  吴积善  游勇  程尊兰 《山地学报》2003,21(2):223-227

通过对云南蒋家沟粘性泥石流的野外观测 ,讨论了粘性泥石流残留层的定义特征 ,在大量实测数据基础上 ,分析了残留层易形成时段的特性 ;分别对一次泥石流过程、若干阵泥石流和一阵泥石流残留层的变化进行了相关分析 ;最后用观测数据分析了泥石流残留层的减阻作用  相似文献   

The Role of Organic Matter During Metal Enrichment in Permian Kupferschiefer of the Rudna Mine,Southwest Poland     

孙玉壮  WILHELM PüTTMANN 《中国地球化学学报》2003,22(1):1-10

The bulk composition of organic matter and saturated and aromatic hydrocarbons extracted from 16 samples collected from two Kuperschiefer profiles in the Rudna mine,Southwest Poland has been analyzed to study the role of organic matter during base metal enrichment in the Kupferschiefer shale.The results indicated that the extract yields and saturated hydrocarbon yields decreased with increasing base metal contents.GC and GC/MS analyses indicated that n -alkanes and alkylated aromatic compounds were depleted and may have served as hydrogen donators for thermochemical sulfate reduction.The enrichment of base metal is closely connected with the destruction of hydrocarbons.  相似文献   

空腔结构复合填充墙-钢框架抗侧力性能试验研究   总被引：4，自引：0，他引：4  

管克俭  李捍无  彭少民 《世界地震工程》2003,19(3):73-77

通过空腔结构复合填充墙-钢框架和同尺寸纯钢框架的对比试验，分析了空腔结构复合填充墙-钢框架的抗侧力性能和滞回性能。研究结果证明空腔结构复合填充墙是一种理想的抗侧力体系，可用于多层或小高层钢结构住宅，作为结构的抗侧力构件。  相似文献   

依法行政做好防震减灾工作--纪念《中华人民共和国防震减灾法》实施5周年     

阎正萃  张跃平  郄晓芸 《山西地震》2003,(2):1-3

从立法、法制宣传、建立健全规章制度和科学规范的管理程序、公正严格执法、执法监督和法制工作队伍建设等6个方面，论述了做好防震减灾依法行政工作的重要性，指出。只有依法行政，才能保障防震减灾工作的顺利发展。  相似文献   

A rooftop tuned mass damper frame     

Jerod G. Johnson  Lawrence D. Reaveley  Chris Pantelides 《地震工程与结构动力学》2003,32(6):965-984

This article documents the analytical study and feasibility of placing a tuned mass damper in the form of a limber rooftop moment frame atop relatively stiff structures to reduce seismic acceleration response. Six existing structures were analytically studied using a suite of time history and response spectra records. The analyses indicate that adding mass in conjunction with a limber frame results in an increase in the fundamental period of each structure. The fundamental period increase generally results in a decrease in seismic acceleration response for the same time history and response spectra records. Owing to the limber nature of the rooftop frames, non‐linear analysis methods were required to evaluate the stability of the rooftop tuned mass damper frame. The results indicate the addition of a rooftop tuned mass damper frame reduces the seismic acceleration response for most cases although acceleration response can increase if the rooftop frame is not tuned to accommodate the specific structure's dynamic behaviour and localized soil conditions. Appropriate design of the rooftop tuned mass damper frame can result in decreased seismic acceleration response. This translates to safer structures if used as a retrofit measure or a more economical design if used for new construction. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Evaluating foundation mass,damping and stiffness by the least‐squares method     

S. H. Ju 《地震工程与结构动力学》2003,32(9):1431-1442

This paper discusses how to use the three‐dimensional (3D) time‐domain finite‐element method incorporating the least‐squares method to calculate the equivalent foundation mass, damping and stiffness matrices. Numerical simulations indicate that the accuracy of these equivalent matrices is acceptable when the applied harmonic force of 1+sine is used. Moreover, the accuracy of the least‐squares method using the 1+sine force is not sensitive to the first time step for inclusion of data. Since the finite‐element method can model problems flexibly, the equivalent mass, damping and stiffness matrices of very complicated soil profiles and foundations can be established without difficulty using this least‐squares method. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Interaction between two sliders in a system with rate- and state-dependent friction   总被引：2，自引：0，他引：2  

何昌荣 《中国科学D辑(英文版)》2003,46(Z2)

This study examines slip recurrence patterns in a two-block spring-slider model with rate- and state-dependent friction. Both weak and strong heterogeneities are considered with different settings of coupling stiffness. The results show that the recurrence pattern of slips strongly depends on the degree of coupling between the two blocks. With strong coupling between the two blocks (e.g., kc/ki max >~1), the slip pattern of the system is simple and characterized by periodical stick-slips, with the two blocks slipping together. With strong heterogeneity in friction strength, period-2 motion is found for moderate coupling stiffness (kc/ki max=0.4) between the two blocks. More complicated patterns are found with weak coupling stiffness (kc/ki max=0.2) and strong heterogeneity. With strong heterogeneity, very weak coupling leads to chaotic slip patterns. With coupling stiffness kc=5 ki max and strong heterogeneity, chaotic slip patterns are not found, in contrast with the results by Huang and Turcotte who employed the classical static/kinetic friction law.  相似文献   

柴达木盆地三湖地区第四系生物气的形成途径与运聚方式   总被引：22，自引：1，他引：22  

张晓宝  徐自远  段毅  马立元  孟自芳  周世新  贺鹏 《地质论评》2003,49(2):168-174

柴达木盆地三湖(台吉乃尔湖、涩聂湖、达布逊湖)地区第四系生物气区是我国最大的生物气区。笔者系统采集了该气区21个天然气样品,测量了其组分和碳同位素组成,重点探讨了生物气形成途径和运聚方式。生物气δ~(13)C_1和δ~(13)C_(CO_2)均随深度增大而变重,显示了CO_2还原途径成气的特征。生物气δ~(13)C_1、δ~(13)C_(CO_2)和δD分布与CO_2还原方式形成的生物气的相应同位素值分布范围接近。在有关成因图解中这些数据主要位于CO_2还原途径成气范围内。生物气CO_2和CH_4之间的碳同位素分馏系数α_c>1.055,具有CO_2还原途径成气的特征。柴达木盆地第四纪干旱的古气候、较低的古温度、较高的沉积速率和水体中较高的硫酸盐含量使得甲烷菌的大量繁殖只能在较大的深度范围内才能实现,从而,有利于CO_2还原途径成气作用进行。涩北一号、涩北二号气田生物气δ~(13)C_1组成分布可能表明,生物气形成以后沿疏导层水平运移进入气藏,基本不存在垂向运移。该项研究对于进一步深入探讨生物气成因、形成条件,确定生物气模拟实验方式与条件,计算生物气资源量,建立成藏模式和选择天然气有利勘探区块均具有重要价值。  相似文献   

对测绘个别名词术语英文对应词的商讨     

崔炳光 《测绘信息与工程》2003,28(2):28-29

提出了对测绘辞书中个别汉语名词术语所附英文词的修改意见或建议，与测绘界同行商讨。  相似文献