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变形镁合金材料的研究进展 被引量:38
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作者 周海涛 马春江 +1 位作者 曾小勤 丁文江 《材料导报》 EI CAS CSCD 2003年第11期16-18,55,共4页
综述了变形镁合金及其变形特性,讨论了镁合金的高温塑性、变形镁合金的热处理、晶粒细化原理,简单介绍了变形镁合全的应用领域及发展前景。
关键词 变形镁合金材料 高温塑性 热处理 晶粒细化 变形特性
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锈后钢筋混凝土粘结锚固的试验研究 被引量:49
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作者 王林科 陶峰 +1 位作者 王庆霖 杨兰生 《工业建筑》 CSCD 北大核心 1996年第4期14-16,共3页
本文根据粘结锚固试验的试验结果,讨论了锈后钢筋混凝土粘结锚固的性能,为合理确定服役老化的钢筋混凝土构件的承载力提供必要的依据。
关键词 钢筋混凝土 钢筋 粘结 锚固 试验
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钢管混凝土中钢与混凝土粘结问题初探 被引量:51
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作者 姜绍飞 韩林海 乔景川 《哈尔滨建筑大学学报》 2000年第2期24-28,共5页
组成钢管混凝土的钢管和混凝土之间的粘结强度是工程界较为关心的问题之一。本文对目前国内外的有关研究成果进行了较为系统的总结,分析了影响粘结强度的诸因素,得到了相应的结论,为进一步研究粘结强度对钢管混凝土强度和变形能力的... 组成钢管混凝土的钢管和混凝土之间的粘结强度是工程界较为关心的问题之一。本文对目前国内外的有关研究成果进行了较为系统的总结,分析了影响粘结强度的诸因素,得到了相应的结论,为进一步研究粘结强度对钢管混凝土强度和变形能力的影响,以及钢管混凝土中混凝土的施工质量控制问题创造了条件。 展开更多
关键词 钢管混凝土 粘结强度 滑移 钢管 混凝土
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GPS-constrained inversion of present-day slip rates along major faults of the Sichuan-Yunnan region, China 被引量:74
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作者 WANG YanZhao WANG EnNing +9 位作者 SHEN ZhengKang WANG Min GAN WeiJun QIAO XueJun MENG GuoJie LI TieMing TAO Wei YANG YongLin CHENG Jia LI Peng 《Science China Earth Sciences》 SCIE EI CAS 2008年第9期1267-1283,共17页
A linked-fault-element model is employed to invert for contemporary slip rates along major active faults in the Sichuan-Yunnan region (96°-108°E, 21°-35°N) using the least squares method. The model... A linked-fault-element model is employed to invert for contemporary slip rates along major active faults in the Sichuan-Yunnan region (96°-108°E, 21°-35°N) using the least squares method. The model is based on known fault geometry, and constrained by a GPS-derived horizontal velocity field. Our results support a model attributing the eastward extrusion of the Tibetan Plateau driven mainly by the north-northeastward indentation of the Indian plate into Tibet and the gravitational collapse of the plateau. Resisted by a relatively stable south China block, materials of the Sichuan-Yunnan region rotate clockwise around the eastern Himalayan tectonic syntaxis. During the process the Garzê-Yushu, Xianshuihe, Anninghe, Zemuhe, Daliangshan, and Xiaojiang faults, the southwest extension of the Xiaojiang fault, and the Daluo-Jinghong and Mae Chan faults constitute the northeast and east boundaries of the eastward extrusion, with their left slip rates being 0.3-14.7, 8.9-17.1, 5.1 ± 2.5, 2.8 ± 2.3, 7.1 ± 2.1, 9.4 ± 1.2, 10.1 ± 2.0, 7.3 ± 2.6, and 4.9 ± 3.0 mm/a respectively. The southwestern boundary consists of a widely distributed dextral transpressional zone other than a single fault. Right slip rates of 4.2 ± 1.3, 4.3 ± 1.1, and 8.5 ± 1.7 mm/a are detected across the Nanhua-Chuxiong-Jianshui, Wuliangshan, and Longling-Lancang faults. Crustal deformation across the Longmenshan fault is weak, with short-ening rates of 1.4 ± 1.0 and 1.6 ± 1.3 mm/a across the Baoxing-Beichuan and Beichuan-Qingchuan segments. Northwest of the Longmenshan fault lies an active deformation zone (the Longriba fault) with 5.1±1.2 mm/a right slip across. Relatively large slip rates are detected across a few faults within the Sichuan-Yunnan block: 4.4±1.3 mm/a left slip and 2.7±1.1 mm/a shortening across the Litang fault, and 2.7±2.3 mm/a right-lateral shearing and 6.7±2.3 mm/a shortening across the Yunongxi fault and its surrounding regions. In conclusion, we find that the Sichuan-Yunnan region is divided into more than a doz 展开更多
关键词 Sichuan-Yunnan region GPS linked-fault-element slip rate
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钢管混凝土界面抗剪粘结滑移力学性能试验 被引量:64
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作者 刘永健 刘君平 池建军 《广西大学学报(自然科学版)》 CAS CSCD 北大核心 2010年第1期17-23,29,共8页
为探讨钢管混凝土界面抗剪粘结滑移性能,研究钢管混凝土界面应力分布规律,确定界面抗剪粘结应力和粘结滑移本构关系,进行了方、圆钢管混凝土试件的纵向抗剪粘结性能试验研究,试验结果表明:钢管纵向应变沿长度方向基本成呈三角形分布,粘... 为探讨钢管混凝土界面抗剪粘结滑移性能,研究钢管混凝土界面应力分布规律,确定界面抗剪粘结应力和粘结滑移本构关系,进行了方、圆钢管混凝土试件的纵向抗剪粘结性能试验研究,试验结果表明:钢管纵向应变沿长度方向基本成呈三角形分布,粘结应力沿钢管混凝土界面均匀分布;方、圆钢管混凝土界面粘结—滑移曲线具有相似的变化规律,圆钢管混凝土界面抗剪粘结强度较方钢管混凝土要大,基于试验结果,提出了平均粘结应力和相对滑移的本构关系。分析比较了钢管混凝土界面粘接性能的主要影响因素,粘结强度受混凝土强度的影响不明显;随混凝土龄期的增大而略有增大;随钢管长径比的增大而增大;随钢管径厚比(宽厚比)的增大而减小。 展开更多
关键词 桥梁工程 钢管混凝土 剪切应力分布 粘结强度 滑移 本构关系
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高温后混凝土与钢筋粘结性能的试验研究 被引量:44
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作者 周新刚 吴江龙 《工业建筑》 CSCD 北大核心 1995年第5期37-40,共4页
根据实测的历经不同温度后钢筋与混凝土的粘结应力和滑移曲线,分析和讨论了混凝土强度、相对保护层厚度、锚固长度、温度等对混凝土与钢筋粘结性能的影响。
关键词 混凝土 钢筋 高温 粘结 滑移 性能 试验
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FRP与混凝土界面黏结-滑移本构关系的试验研究 被引量:52
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作者 郭樟根 孙伟民 曹双寅 《土木工程学报》 EI CSCD 北大核心 2007年第3期1-5,共5页
FRP与混凝土的黏结性能是外贴纤维增强聚合物加固钢筋混凝土结构技术的关键问题。采用修正梁模型,对9个外贴FRP条带加固混凝土受弯构件的黏结性能进行了试验研究,考察混凝土强度和FRP黏结长度对黏结性能的影响,分析了FRP应变以及局部黏... FRP与混凝土的黏结性能是外贴纤维增强聚合物加固钢筋混凝土结构技术的关键问题。采用修正梁模型,对9个外贴FRP条带加固混凝土受弯构件的黏结性能进行了试验研究,考察混凝土强度和FRP黏结长度对黏结性能的影响,分析了FRP应变以及局部黏结剪应力发展规律以及沿黏结长度在各级荷载下的分布规律,计算得到了局部黏结剪应力-滑移关系曲线。通过对试验结果的统计回归分析,提出3种不同复杂程度的局部黏结剪应力-滑移本构关系模型,3种本构关系模型与试验结果都吻合较好,可供实际加固改造工程应用以及完善相应规范的编制参考。 展开更多
关键词 FRP 加固 黏结性能 滑移 本构模型
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Discovery of the Longriba Fault Zone in Eastern Bayan Har Block, China and its tectonic implication 被引量:49
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作者 XU XiWei WEN XueZe +1 位作者 CHEN GuiHua YU GuiHua 《Science China Earth Sciences》 SCIE EI CAS 2008年第9期1209-1223,共15页
Re-measured GPS data have recently revealed that a broad NE trending dextral shear zone exists in the eastern Bayan Har block about 200 km northwest of the Longmenshan thrust on the eastern margin of the Qinghai-Tibet... Re-measured GPS data have recently revealed that a broad NE trending dextral shear zone exists in the eastern Bayan Har block about 200 km northwest of the Longmenshan thrust on the eastern margin of the Qinghai-Tibet Plateau. The strain rate along this shear zone may reach up to 4-6 mm/a. Our interpretation of satellite images and field observations indicate that this dextral shear zone corresponds to a newly generated NE trending Longriba fault zone that has been ignored before. The northeast segment of the Longriba fault zone consists of two subparallel N54°±5°E trending branch faults about 30 km apart, and late Quaternary offset landforms are well developed along the strands of these two branch faults. The northern branch fault, the Longriqu fault, has relatively large reverse component, while the southern branch fault, the Maoergai fault, is a pure right-lateral strike slip fault. According to vector synthesizing principle, the average right-lateral strike slip rate along the Longriba fault zone in the late Quaternary is calculated to be 5.4±2.0 mm/a, the vertical slip rate to be 0.7 mm/a, and the rate of crustal shortening to be 0.55 mm/a. The discovery of the Longriba fault zone may provide a new insight into the tectonics and dynamics of the eastern margin of the Qinghai-Tibet Plateau. Taken the Longriba fault zone as a boundary, the Bayan Har block is divided into two sub-blocks: the Ahba sub-block in the west and the Longmenshan sub-block in the east. The shortening and uplifting of the Longmenshan sub-block as a whole reflects that both the Longmenshan thrust and Longriba fault zone are subordinated to a back propagated nappe tectonic system that was formed during the southeastward motion of the Bayan Har block owing to intense resistance of the South China block. This nappe tectonic system has become a boundary tectonic type of an active block supporting crustal deformation along the eastern margin of the Qinghai-Tibet Plateau from late Cenozoic till now. The Longriba fault zone is just an active 展开更多
关键词 Qinghai-Tibet PLATEAU active BLOCK newly-generated fault zone slip rate NAPPE TECTONICS
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高速履带车辆转向过程分析与试验验证 被引量:49
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作者 王红岩 王钦龙 +4 位作者 芮强 盖江涛 周广明 万丽 张芳 《机械工程学报》 EI CAS CSCD 北大核心 2014年第16期162-172,共11页
为了准确分析高速履带车辆在转向过程中运动学和动力学参数的变化规律,在考虑高速履带车辆转向离心力和履带滑动的条件下,建立计算两侧履带与地面之间的作用力、转向阻力矩、转向半径、转向角速度等参数的运动学、动力学模型。分析研究... 为了准确分析高速履带车辆在转向过程中运动学和动力学参数的变化规律,在考虑高速履带车辆转向离心力和履带滑动的条件下,建立计算两侧履带与地面之间的作用力、转向阻力矩、转向半径、转向角速度等参数的运动学、动力学模型。分析研究结果表明,转向时履带与地面之间的滑动使两侧履带的作用力随转向半径的增大而逐渐减小,离心力对车辆转向性能也有一定程度的影响;与传统转向理论的计算结果相比,考虑履带与地面之间滑动时的转向半径是传统理论计算值的1.5倍左右,转向角速度是传统理论计算值的67%左右。实车试验结果表明,文中所建立的转向模型具有较好的准确性,更符合高速履带车辆转向的实际情况。研究结果可为新型高速履带车辆转向机构的设计和转向过程控制提供理论支持。 展开更多
关键词 高速履带车辆 转向过程 滑转 滑移 试验验证
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Hall-Petch relationship in Mg alloys: A review 被引量:47
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作者 Huihui Yu Yunchang Xin +1 位作者 Maoyin Wang Qing Liu 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2018年第2期248-256,共9页
Grain refinement could effectively enhance yield strength of Mg alloys according to the well-known Hall-Petch theory. For decades, many studies have been devoted to the factors influencing the Hall- Petch slope (k) ... Grain refinement could effectively enhance yield strength of Mg alloys according to the well-known Hall-Petch theory. For decades, many studies have been devoted to the factors influencing the Hall- Petch slope (k) in Mg alloys. Understanding the factors influencing k and their mechanisms could offer guidance to design and produce high-strength Mg alloys through effective grain refinement hardening. A review and comments of the past work on the factors influencing k in Mg alloys are presented. Results of these previous investigations demonstrate that the value of k in Mg alloys varies with texture, grain size, temperature and stain. The influence of texture and grain size on k is found to be an essential result of the variation of deformation mode on k value. Without the variation of deformation modes, it is revealed that texture could also impose a significant effect on k and this is also summarized and discussed in this paper. The reason for texture effect on k is analyzed based on the mechanism of Hall-Petch relationship. In addition, it is found in face-centered cubic (fcc) or body-centered cubic (bcc) metals that boundary parameters (boundary coherence, boundary energy and boundary diffusivity) could strengthen twinning or slips to a different extent. Therefore, the role of boundary parameters is also extended into the k values in Mg alloys and discussed in this paper. In the end, we discuss the future research perspective of Hall-Petch relationship in Mg alloys. 展开更多
关键词 Hall-Petch relationship Strength Mg alloys Texture Twinning slip
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The deformation pattern and fault rate in the Tianshan Mountains inferred from GPS observations 被引量:46
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作者 YANG ShaoMin1,2, LI Jie1,3 & WANG Qi2,1 1 Research Center of Space Science and Technology, China University of Geosciences, Wuhan 430074, China 2 Institute of Seismology, China Earthquake Administration, Wuhan 430071, China 3 Earthquake Administration of Xinjiang Uygur Autonomous Region, Urumqi 830011, China 《Science China Earth Sciences》 SCIE EI CAS 2008年第8期1064-1080,共17页
Based on GPS measurements conducted from 1992 to 2006, we present the current crustal movement velocity field for approximately 400 sites in the Tianshan Mountains and their adjacent areas, and estimate slip rates on ... Based on GPS measurements conducted from 1992 to 2006, we present the current crustal movement velocity field for approximately 400 sites in the Tianshan Mountains and their adjacent areas, and estimate slip rates on the major faults using a 2-D elastic dislocation model. Our studies show slip rates within the range of 1―4 mm/a on the NW-SE trending strike-slip faults (such as Talas-Fergana fault) in the Tianshan Mountains. We also found the slip rates on the approximately WE-SN trending gently-dipping detachment fault vary from 10―13 mm/a for the southwest Tianshan Mountains to 2―5 mm/a for the eastern Tianshan Mountains, and to 6―12 mm/a for the Kyrgrz Tianshan. The GPS velocity field reveals that the total convergence is not uniformly distributed across the Tianshan Mountains, with 80%―90% of the N-S shortening absorbed along the southern and northern edges, and relatively little deformation accommodated within the interior. This first-order feature of strain pattern is explained best by underthrusting of adjacent blocks beneath the Tianshan Mountains along a basal detachment fault. We found the occurrence of historical M7―8 earthquakes somewhere in the locked ramp that connects the creeping and locking segments of the detachment, thereby resulting in elastic strain concentration and accumulation around it. The elastic strain confined in the upper crustal layer above the detachment ultimately releases through infrequent great earthquakes in the Tianshan Mountains, resulting in considerable folding and faulting at their margins. The Tianshan Mountains propagated outward and rose progressively as a wedge-shaped block. 展开更多
关键词 TIANSHAN MOUNTAINS GPS slip rates TECTONIC DEFORMATION
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普通螺栓和承压型高强螺栓抗剪连接滑移过程 被引量:39
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作者 徐建设 陈以一 +1 位作者 韩琳 邓长根 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2003年第5期510-514,共5页
首先介绍了普通螺栓和承压型高强螺栓抗剪连接滑移变形的特点 ,然后采用数值方法对螺栓孔壁变形和滑移过程进行了分析和描述 ,得出了螺栓孔壁变形和总滑移量的发展规律 ,并据此给出了螺栓孔壁变形和连接滑移量的计算公式 .
关键词 螺栓 抗剪连接 滑移 孔壁变形
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模糊PID控制在汽车ABS中的应用与仿真研究 被引量:32
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作者 朱伟兴 陈垠昶 《江苏大学学报(自然科学版)》 EI CAS 2004年第4期310-314,共5页
ABS是一种变工况、非线性的系统,参数自整定模糊PID控制可以利用模糊控制规则对PID参数进行在线修改,因而具有较好的自适应能力.设计了一种参数自整定模糊PID控制器,在分析单轮汽车模型的基础上,探讨了其在汽车ABS上的应用.采用模糊控制... ABS是一种变工况、非线性的系统,参数自整定模糊PID控制可以利用模糊控制规则对PID参数进行在线修改,因而具有较好的自适应能力.设计了一种参数自整定模糊PID控制器,在分析单轮汽车模型的基础上,探讨了其在汽车ABS上的应用.采用模糊控制、PID控制、模糊PID控制三种方法分别对汽车ABS进行仿真研究,结果表明:模糊PID控制方法兼备了前面两种方法的优点,可以达到更好的控制效果. 展开更多
关键词 汽车 ABS 滑移率 模糊PID控制 仿真
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钢-混凝土组合梁抗裂性能的试验研究 被引量:44
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作者 樊健生 聂建国 张彦玲 《土木工程学报》 EI CSCD 北大核心 2011年第2期1-7,共7页
为研究钢-混凝土连续组合梁的受力性能,特别是体外预应力对抗裂性能和刚度的影响,完成3根反向加载的简支组合梁和3根2跨连续组合梁的静力加载试验,其中包括2根在钢梁和混凝土板内折线布筋的体外预应力组合梁。试验表明:非预应力组合梁... 为研究钢-混凝土连续组合梁的受力性能,特别是体外预应力对抗裂性能和刚度的影响,完成3根反向加载的简支组合梁和3根2跨连续组合梁的静力加载试验,其中包括2根在钢梁和混凝土板内折线布筋的体外预应力组合梁。试验表明:非预应力组合梁在负弯矩作用下的开裂荷载较低,连续梁在较低荷载下就会由于混凝土开裂而发生明显的内力重分布,且横向钢筋间距对裂缝间距具有一定影响;折线布筋的体外预应力组合梁开裂荷载增大,裂缝间距和裂缝宽度明显减小,且相同荷载下的挠度下降,说明体外预应力可有效改善组合梁的综合受力性能。此外,预应力作用对组合梁的滑移分布有较明显影响。 展开更多
关键词 钢-混凝土组合梁 模型试验 负弯矩区 体外预应力 裂缝 滑移
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外贴纤维与混凝土结合面的粘结滑移关系 被引量:34
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作者 曹双寅 潘建伍 +1 位作者 陈建飞 孙宁 《建筑结构学报》 EI CAS CSCD 北大核心 2006年第1期99-105,共7页
本文在外贴纤维复合材料(FRP)与混凝土结合面双剪试验中,采用电子散斑干涉技术(ESPI)对FRP-混凝土结合面的变形场进行了测试,重点研究了结合面的粘结滑移关系。试验结果表明,FRP-混凝土结合面的粘结滑移关系曲线的发展过程由非线性上升... 本文在外贴纤维复合材料(FRP)与混凝土结合面双剪试验中,采用电子散斑干涉技术(ESPI)对FRP-混凝土结合面的变形场进行了测试,重点研究了结合面的粘结滑移关系。试验结果表明,FRP-混凝土结合面的粘结滑移关系曲线的发展过程由非线性上升段和不稳定下降段两部分组成,峰值应力与混凝土强度有关,达到应力峰值时的滑移和极限滑移受混凝土强度和FRP的形式(板或布)等的影响不大。通过结合面滑移刚度衰减规律的分析,本文提出了FRP-混凝土结合面粘结滑移本构关系的基本模式,该模式基于FRP-混凝土结合面的初始(弹性)滑移刚度,力学概念明确。 展开更多
关键词 FRP FRP-混凝土粘结面 滑移 粘结滑移关系 电子散斑干涉
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单调荷载下栓钉连接件受剪性能试验研究 被引量:42
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作者 薛伟辰 丁敏 +1 位作者 王骅 罗子文 《建筑结构学报》 EI CAS CSCD 北大核心 2009年第1期95-100,共6页
栓钉是钢-混凝土组合梁中常用的柔性受剪连接件。通过18个栓钉受剪试件在单调荷载下的推出试验,较系统地研究了混凝土强度等级、栓钉直径以及钢梁类型等参数对栓钉的破坏形态、破坏机理、荷载-滑移规律和极限受剪承载力的影响。研究表... 栓钉是钢-混凝土组合梁中常用的柔性受剪连接件。通过18个栓钉受剪试件在单调荷载下的推出试验,较系统地研究了混凝土强度等级、栓钉直径以及钢梁类型等参数对栓钉的破坏形态、破坏机理、荷载-滑移规律和极限受剪承载力的影响。研究表明:栓钉的受剪承载力随着混凝土强度等级的提高以及栓钉直径的增大而增加;轧制工字钢试件中栓钉的受剪承载力比焊接工字钢试件中的高10%-30%。在试验的基础上提出了栓钉受剪承载力的计算方法。 展开更多
关键词 栓钉连接件 推出试验 单调荷载 受剪承载力 滑移
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钢-混凝土组合梁滑移及掀起的理论分析方法 被引量:16
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作者 王力 杨大光 孙世钧 《哈尔滨建筑大学学报》 EI 1998年第1期37-42,共6页
根据钢-混凝土组合梁的特点,建立了连接单元模型并推导出单元刚度矩阵的表达式。利用有限单元法对钢-混凝土组合梁滑移、掀起进行分析。
关键词 刚度矩阵 滑移 掀起 钢-混凝土梁
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履带车辆转向分析 被引量:38
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作者 程军伟 高连华 +1 位作者 王红岩 刘峰 《兵工学报》 EI CAS CSCD 北大核心 2007年第9期1110-1115,共6页
分析了履带接地段滑动时履带车辆的转向规律。推导了履带接地压力为均匀分布与集中载荷2种典型条件下转向所需牵引力、制动力、转向阻力矩、转向半径及转向角速度的表达式。采用迭代法求解转向平面运动方程,并与实车试验作了比较。试验... 分析了履带接地段滑动时履带车辆的转向规律。推导了履带接地压力为均匀分布与集中载荷2种典型条件下转向所需牵引力、制动力、转向阻力矩、转向半径及转向角速度的表达式。采用迭代法求解转向平面运动方程,并与实车试验作了比较。试验结果表明:建立的考虑履带接地段滑动时的转向模型是合理的;接地压力均匀分布条件下考虑履带接地段滑动时,转向半径较传统转向理论计算值增大,转向角速度低于传统转向理论计算值;集中载荷条件下车辆转向更为困难。 展开更多
关键词 动力机械工程 车辆工程 履带接地段 转向平面运动 滑转 滑移 转向试验
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Rupture segmentation and slip partitioning of the mid-eastern part of the Kunlun Fault,north Tibetan Plateau 被引量:40
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作者 LI ChenXia XU XiWei +5 位作者 WEN XueZe ZHENG RongZhang CHEN GuiHua YANG Hu AN YanFen GAO Xiang 《Science China Earth Sciences》 SCIE EI CAS 2011年第11期1730-1745,共16页
The Kunlun Fault, an active fault on the border between the Bayan Har and Kunlun-Qaidam blocks, is one of the major left lateral strike-slip faults in the Tibetan Plateau. Previous research has not reached a consensus... The Kunlun Fault, an active fault on the border between the Bayan Har and Kunlun-Qaidam blocks, is one of the major left lateral strike-slip faults in the Tibetan Plateau. Previous research has not reached a consensus on agreeable slip rates along much of its length and the slip rate gradient along the eastern part, both of which play critical roles in a range of models for the eastward extrusion and thickened crust of the Tibetan Plateau. New slip rates have been determined at sites along the eastern part of the Kunlun Fault by dating deposits and measuring atop displaced fluvial terrace risers. Field investigations and interpretation of satellite images reveal geometrical features of the fault and the late Quaternary offset, new earthquake ruptures and surface-rupturing segmentation, from which long-term slip rates and earthquake recurrence intervals on the fault are estimated. The tectonic geomorphology method has determined that the long-term horizontal slip rates on the Tuosuohu, Maqin and Ma- qu segments from west to east are 11.2±1, 9.3±2, and 4.9±1.3 mm/a while their vertical slip rates are 1.2±0.2, 0.7±0.1, and 0.3 mm/a in the late Quaternary. Results indicate that the slip rates regularly decrease along the eastern -300 km of the fault from 〉10 to 〈5 mm/a. This is consistent with the decrease in the gradient such that at the slip rate break point is at the triple point intersection with the transverse fault, which in turn is transformed to the Awancang Fault. The vector decomposition for this tectonic transformation shows that the western and eastern branches of the Awancang Fault fit the slip-partitioning mode. The slip rate of the southwestern wall is 4.6 mm/a relative to the northeastern wall and the slip direction is 112.1°. The mid-eastern part of the Kunlun Fault can be divided into three independent segments by the A'nyemaqen double restraining bend and the Xigongzhou intersection zone, which compose the surface rupture segmentation indicators for themselves as well as the ending poin 展开更多
关键词 mid-eastern Kunlun Fault slip rate surface rupture segmentation slip partition PALEOEARTHQUAKE Tibetan Plateau
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组合梁钢与混凝土板相对滑移及栓钉受力状态研究 被引量:25
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作者 罗如登 叶梅新 《铁道学报》 EI CAS CSCD 北大核心 2002年第3期57-61,共5页
研究了单伸臂简支组合梁和双伸臂简支组合梁钢与混凝土板之间相对滑移和栓钉受力的关系 ;考察评价了材料力学中基于平截面假定的计算平面梁纵向剪力流公式计算组合梁栓钉受力的适用性 ;研究了无钉区两侧密集型布置的栓钉群中剪力的分配 。
关键词 组合梁钢 混凝土板 相对滑移 受力状态 组合结构 单伸臂简支组合梁
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