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The response of stromatolites to seismic shocks: Tomboliths from the Palaeoproterozoic Chaibasa Formation, E India 被引量:5
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作者 A.J. (Tom) van Loon Rajat Mazumder Shuvabrata De 《Journal of Palaeogeography》 SCIE CSCD 2016年第4期381-390,共10页
It is demonstrated here for the first time how Palaeoproterozoic stromatolites survived seismic disturbance of their substrate. The stromatolites under study could have been cyanobacteria or any other photo-autotrophi... It is demonstrated here for the first time how Palaeoproterozoic stromatolites survived seismic disturbance of their substrate. The stromatolites under study could have been cyanobacteria or any other photo-autotrophic microbes, which formed mats that covered a substrate of very fine-grained sandstones and mudstones of the Chaibasa Fm. in eastern India. The sediments represent a shelf environment. The local abundance of the stromatotites suggests that the tow-energy environment formed a suitable habitat. The common phases of tectonic quiescence were, however, occasionally interrupted by seismic shocks. These were sufficiently strong to deform the mat layers, the tower parts of which might already have been (semi-) consolidated. The mats became partly folded, partly faulted, and already consolidated parts of the stromatotite layers broke off. This can be deduced from the angular shapes of part of the broken-off fragments. It appears, however, that part of these fragments were stilt sufficiently soft to become rounded and deformed by rotting over the seafloor, probably under the influence of tidal currents. When come to rest, these fragments served as a new substrate for new generations of the microorganisms. These micro-organisms thus survived by continued growth on the reworked fragments and built up new stromatolites that may show an ‘angular disconformity' with the stromatotites of their substrate. It thus is shown that stromatotites have an adequate response to a sudden disturbance of their habitat, and that they survive earthquakes by colonization of broken-off fragments. We call the ‘healed' fragments ‘tombotiths' (tumbled stones). 展开更多
关键词 STROMATOLITES seismic shocks Soft-sediment deformation structures Pataeoproterozoic Singhbhum craton Tombotiths INDIA
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The response of stromatolites to seismic shocks: Tomboliths from the Palaeoproterozoic Chaibasa Formation,E India: Discussion and liquefaction basics 被引量:3
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作者 G.Shanmugam 《Journal of Palaeogeography》 SCIE CSCD 2017年第3期224-234,共11页
This discussion of a paper by Van Loon et al.(2016), published in the Journal of Palaeogeography(2016, 5(4), 381e390), is aimed at illustrating that there are fundamental deficiencies, which include(1)incomple... This discussion of a paper by Van Loon et al.(2016), published in the Journal of Palaeogeography(2016, 5(4), 381e390), is aimed at illustrating that there are fundamental deficiencies, which include(1)incomplete etymological reasoning for proposing a new genetic term "tomboliths" for stromatolitic bioclasts in the Palaeoproterozoic Chaibasa Formation, eastern India,(2) omission of empirical data in documenting depositional facies using sedimentological logs,(3) misapplication of the stratigraphic concept of "angular unconformity",(4) failure to consider the multifarious origins of earthquakes, and(5) a dated view on the basic tenets of process sedimentology and triggering mechanisms of liquefaction that are the basis for forming soft-sediment deformation structures(SSDS). As a consequence, their conclusions are unconvincing. 展开更多
关键词 Stromatolitic bioclasts seismic shocks Soft-sediment deformation structures(SSDS) Palaeoproterozoic Chaibasa Formation Singhbhum Craton Eastern India
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“The response of stromatolites to seismic shocks: Tomboliths from the Palaeoproterozoic Chaibasa Formation,E India”: Reply 被引量:1
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作者 A.J. (Tom) van Loon Rajat Mazumder Shuvabrata De 《Journal of Palaeogeography》 SCIE CSCD 2017年第3期235-241,共7页
Our contribution about a newly recognized sedimentological feature, which we called tombolith,has raised some comments on the etymology of the term, the assumed lack of field data, the usage of a term that has a speci... Our contribution about a newly recognized sedimentological feature, which we called tombolith,has raised some comments on the etymology of the term, the assumed lack of field data, the usage of a term that has a special meaning in stratigraphy, the origin of the seismic shocks that played a role, so-called basic tenets, the origin of soft-sediment deformation structures, and the role of liquefaction. We argue that most comments result from an insufficiently thorough reading of our text, whereas some other remarks concern aspects that we did not deal with. Finally, several remarks are based on outdated literature and from insufficient knowledge of the regional geology. 展开更多
关键词 Stromatolites seismic shocks Palaeoproterozoic Singhbhum Craton Tomboliths India
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强震区隧道洞口段新型墙-板抗减震措施的效果分析
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作者 韩健松 崔光耀 王道远 《太原学院学报(自然科学版)》 2025年第1期9-16,共8页
为了进一步提高强震区铁路隧道的安全以及抗震性能,依托包银铁路甘德尔山隧道,运用数值模拟软件FLAC 3D,针对强震区隧道洞口段墙-板和墙-板-减震层的抗减震作用效果进行研究。研究结果表明,与不采用抗减震措施相比较,采取墙-板抗震措施... 为了进一步提高强震区铁路隧道的安全以及抗震性能,依托包银铁路甘德尔山隧道,运用数值模拟软件FLAC 3D,针对强震区隧道洞口段墙-板和墙-板-减震层的抗减震作用效果进行研究。研究结果表明,与不采用抗减震措施相比较,采取墙-板抗震措施后,横向位移减小了5.95%,竖向位移减小了45.87%,最小安全系数增大了40.91%~49.25%,最大主应力的抗震作用效果达到了63.56%,最小主应力的抗震作用效果为4.04%,最大剪应力抗震作用效果为8.35%;采取墙-板-减震层减震措施后,横向位移减小了13.11%,竖向位移减小了43.88%,最小安全系数增大了65.82%~74.50%,最大主应力的减震作用效果达到了75.11%,最小主应力的减震作用效果为10.21%,最大剪应力减震作用效果为12.80%。采用墙-板-减震层的抗减震措施优于墙-板结构。推荐采用墙-板-减震层措施对甘德尔山隧道进行抗减震加固设计。 展开更多
关键词 隧道工程 强震区 洞口段 墙-板-减震层 抗减震措施
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Seismic Tremors and Their Relation to Cryosphere Dynamics in April 2015 around the Lützow-Holm Bay, East Antarctica 被引量:1
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作者 Masaki Kanao Takahiko Murayama +1 位作者 Masa-Yuki Yamamoto Yoshiaki Ishihara 《International Journal of Geosciences》 2017年第8期1025-1047,共23页
Characteristics and statistics of seismic tremors occurring during April 2015 were investigated by using short-period and broadband seismographs deployed at Syowa Station (SYO), in the Lützow-Holm Bay (LHB), East... Characteristics and statistics of seismic tremors occurring during April 2015 were investigated by using short-period and broadband seismographs deployed at Syowa Station (SYO), in the Lützow-Holm Bay (LHB), East Antarctica. In order to examine a relationship between surface environments in particular cryosphere variation, the MODIS satellite images were utilized for comparison with the detected tremor events. Since a large volume of sea-ice was discharged during the April, together with several large icebergs passed through from the west to the east at northern edge of the fast sea-ice of LHB, it was expected to detect seismic tremors involving cryospehre dynamics. During the month, a total number of 49 tremor events including short duration ice shocks were identified. Majority of the events (N = 39) had their duration times more than 15 minutes, which were divided into both tremors and ice shocks on the basis of experienced definition at SYO. Cryospheric sources recorded by seismic tremors were classified into several origins (collision, calving, crevassing, crashing, etc.): “crevassing events” along the large cracks inside the fast sea-ice in LHB (04 April), “discharge events” of fast sea-ice from the Bay (07 April), “collision events” between iceberg and the edge of fast sea-ice (14 April), “crashing movement” between fragmentation of fast sea-ice and packed sea-ice (18 April), and other origins. In particular, strong amplitude tremors with harmonic overtones were assumed to be occurred independently from whether condition, because these overtone tremors were identified at less stormy days by comparison with infrasound data at SYO. 展开更多
关键词 seismic Tremors Ice shocks CRYOSPHERE DYNAMICS SEA-ICE ICEBERGS Lützow-Holm BAY Antarctica
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On some problems of seismic crustal phase
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作者 葛焕称 《Acta Seismologica Sinica(English Edition)》 CSCD 1995年第1期57-63,共7页
In this paper, some practical problems in seismological observations are discussed on the identification of seismiccrustal phase, such as: “whether P (Pg) and S(Sg) are direct waves or not?”; “whether S(Sg) and Lg ... In this paper, some practical problems in seismological observations are discussed on the identification of seismiccrustal phase, such as: “whether P (Pg) and S(Sg) are direct waves or not?”; “whether S(Sg) and Lg as well asng and P (Pg) are two kinds of waves or identical wave?”;“on seismoiogicai phases in regional travel-timetable”;“on the symbols and identifications of phases in seismological observation repors”;“on the relation between mLg and ML”, and so on. Some confused ideas on these problems are clarified. 展开更多
关键词 seismological observation near shock seismic phase MAGNITUDE
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Post-seismic relaxation from geodetic and seismic data 被引量:1
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作者 Mikhail V.Rodkin Vladimir I.Kaftan 《Geodesy and Geodynamics》 2017年第1期13-16,共4页
We have examined the aftershock sequence and the post-seismic deformation process of the Parkfield earthquake (2004, M = 6, California, USA) source area using GPS data. This event was chosen because of the possibili... We have examined the aftershock sequence and the post-seismic deformation process of the Parkfield earthquake (2004, M = 6, California, USA) source area using GPS data. This event was chosen because of the possibility of joint analysis of data from the rather dense local GPS network (from SOPAC Internet archive) and of the availability of the rather detailed aftershock sequence data (http:]/www.ncedc.org[ ncedc[catalog-search.html). The relaxation process of post-seismic deformation prolongs about the same 400 days as the seismic aftershock process does. Thus, the aftershock process and the relaxation process in deformation could be the different sides of the same process. It should be noted that the ratio of the released seismic energy and of the GPS obtained deformation is quite different for the main shock and for the aftershock stage. The ratio of the released seismic energy to the deformation value decreases essentially for the post-shock process. The similar change in the seismic energy[deformation value ratio is valid in a few other strong earthquakes. Thus, this decrease seems typical of aftershock sequences testifying for decrease of ratio of elastic to inelastic deformation in the process of post-shock relaxation when the source area appears to be mostly fractured after the main shock occurs, but the healing process had no yet sufficient time to develop. 展开更多
关键词 Post-seismic relaxationEarth's surface deformationGPSpost-shock fracturing
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Study of the correlations between main shocks and aftershocks and aftershock synthesis method 被引量:5
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作者 Zhang Yingnan Zhi Xudong Fan Feng 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2019年第4期759-775,共17页
To consider the infl uence of aftershocks in engineering design, the correlations between main shocks and aftershocks should be examined, and an aftershock simulation method with main shock ground motions needs to be ... To consider the infl uence of aftershocks in engineering design, the correlations between main shocks and aftershocks should be examined, and an aftershock simulation method with main shock ground motions needs to be developed. In this study, the data on the sequences of main shock–aftershock ground motions and other related parameters were collected. Using these data, correlations between the magnitude, frequency, duration and energy of the main shock–aftershock ground motions were investigated. The results showed that the magnitude of the aftershock can be larger than that of the main shock. The shapes of the Fourier amplitude spectra of main shocks and aftershocks were similar;however, the predominant frequency and high-frequency components of the aftershock tended to be larger. Considering the magnitude diff erence between the main shock and the aftershock, the correlation of durations was explored. Additionally, a new concept, the duration ratio, was defi ned to describe the concentration of seismic energy release, and main shock energy was strongly positively correlated with the energy attenuated during the main shock–aftershock sequence. Finally, based on these results regarding correlation, an aftershock synthesis using recorded main shock ground motions was constructed with the trigonometric series method for seismic design, and some examples are given to analyze the rationality of this synthetic method. 展开更多
关键词 MAIN shock-aftershock SEQUENCE CORRELATION AFTERshock synthesis seismic design
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支架固定馆藏人物俑文物振动台试验研究
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作者 王萌 施勋 +4 位作者 杨维国 葛家琪 马伯涛 张曼生 刘佩 《振动工程学报》 EI CSCD 北大核心 2024年第8期1409-1422,共14页
为研究博物馆最常用的支架固定措施固定馆藏人物俑文物的抗震有效性,开展了两类典型体型易损、材质易损人物俑文物复制品‐支架固定措施抗震系统足尺振动台试验研究。获得了人物俑在不同工况下的地震响应及人物俑与支架间的相互作用,探... 为研究博物馆最常用的支架固定措施固定馆藏人物俑文物的抗震有效性,开展了两类典型体型易损、材质易损人物俑文物复制品‐支架固定措施抗震系统足尺振动台试验研究。获得了人物俑在不同工况下的地震响应及人物俑与支架间的相互作用,探讨人物俑关键体型参数、金属支架卡固位置、支架尺寸、固定措施与人物俑间安装缝隙对该类文物运动状态的影响,评估了支架固定措施的抗震有效性并提出了合理建议,为兼顾安全性及最小干预原则的支架固定人物俑文物的优化设计提供必要依据。研究结果表明:浮放人物俑均发生倾覆,具有极大震损风险;采用支架固定后可有效降低人物俑的摇摆响应,随着人物俑复制品的质心高度与底座宽度比值增加以及其质量增大,较小尺寸支架发生明显塑性变形甚至根部断裂,导致人物俑倾覆并损坏;随着支架尺寸的增加,其对文物固定效果的提高作用有限,基于文物保护最小干预原则,综合考虑文物的抗震安全及艺术展示效果,优化支架尺寸;支架固定人物俑肩部时,人物俑摇摆响应得到一定控制,但随着支架固定位置的提高,人物俑滑移响应愈加明显;当支架与人物俑相互作用时,人物俑表面出现明显损伤,在两者缝隙填充硅胶垫,人物俑的摇摆响应和滑移响应分别降低近40%和50%,支架根部应变下降近40%,人物俑与支架接触处应变下降近60%,有效提高了支架固定措施的抗震有效性。 展开更多
关键词 振动台试验 馆藏人物俑文物 金属支架 抗震有效性 减震措施
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塔梁连接方式对三塔悬索桥地震响应的影响
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作者 巫生平 《水利与建筑工程学报》 2024年第6期61-67,共7页
为优化三塔四跨悬索桥的减震体系设计方案,以某实际工程为例,利用SAP2000软件建立数值模型,对比分析不同中塔-主梁连接方式结构的抗震性能,并在确定合理连接方式基础上,进一步优化分析粘滞阻尼器的设计参数。研究结果表明:通过增加纵向... 为优化三塔四跨悬索桥的减震体系设计方案,以某实际工程为例,利用SAP2000软件建立数值模型,对比分析不同中塔-主梁连接方式结构的抗震性能,并在确定合理连接方式基础上,进一步优化分析粘滞阻尼器的设计参数。研究结果表明:通过增加纵向约束刚度能有效减小主塔内力和变形,降低主跨挠度。为减小桥梁运营期间主梁的振动幅度,中塔-主梁连接方式宜优先选用固定支座。在主梁与边塔下横梁处设置粘滞阻尼器可进一步减小主塔下横梁下部结构的地震响应,且建议阻尼器的阻尼系数选用3500,速度指数选用0.3。 展开更多
关键词 三塔悬索桥 减震 塔梁连接 粘滞阻尼器 地震响应
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大跨度钢箱系杆拱桥减隔震措施对比研究
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作者 李龙 《北方交通》 2024年第2期1-4,共4页
以某跨河大跨度钢箱系杆拱桥为研究对象,研究不同措施下桥梁的减隔震性能。通过“m”法,利用桥梁有限元软件Midas Civil进行动力分析;通过人工合成地震波,采用FDB模型、粘滞阻尼器MAXWELL模型进行模拟,对大跨度钢箱系杆拱桥进行非线性... 以某跨河大跨度钢箱系杆拱桥为研究对象,研究不同措施下桥梁的减隔震性能。通过“m”法,利用桥梁有限元软件Midas Civil进行动力分析;通过人工合成地震波,采用FDB模型、粘滞阻尼器MAXWELL模型进行模拟,对大跨度钢箱系杆拱桥进行非线性时程分析,对比分析摩擦摆支座、速度锁定器、拉索减震支座的减震效果。研究结果表明:三种减隔震措施下,墩柱所受的轴力差异较小,摩擦摆支座及拉索减震支座所受的剪力、弯矩差异较小,速度锁定器作用下,墩柱所受的剪力及弯矩差异较大。通过对比分析,选用摩擦摆支座能较好地满足工程需求,减震效果良好。 展开更多
关键词 大跨度钢箱系杆拱桥 摩擦摆支座 速度锁定器 拉索减震支座 桥梁抗震设计
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尖扎黄河特大桥减隔震措施合理布设研究
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作者 罗畅 闫岩 杨少军 《铁路工程技术与经济》 2024年第5期43-47,共5页
尖扎黄河特大桥采用(141+366+141)m连续钢桁拱跨越黄河,其建设环境复杂,抗震设计根据两水准设防和两阶段设计的抗震原则,将设计地震作为功能性验算水准,将罕遇地震作为安全性验算标准,以实现“中震不坏、大震可修”的目标。本文探讨了... 尖扎黄河特大桥采用(141+366+141)m连续钢桁拱跨越黄河,其建设环境复杂,抗震设计根据两水准设防和两阶段设计的抗震原则,将设计地震作为功能性验算水准,将罕遇地震作为安全性验算标准,以实现“中震不坏、大震可修”的目标。本文探讨了不同抗震约束体系方案,经计算比选,采用横向双固定支座方案,能够降低水平地震作用。通过比较黏滞阻尼器和双曲面球型减隔震支座两种抗震措施方案,对墩台内力、滞回曲线进行分析计算,结果表明黏滞阻尼器耗能效果更好。通过在活动主墩设置可自动泄压速度锁定器,形成多墩协同抗震体系,牢牢结合抗震设防的性能要求,使得桥梁的抗震性能大幅提升,并有效减少了震后的修复工作,确保结构安全。 展开更多
关键词 铁路桥梁 连续钢桁拱 减隔震措施 黏滞阻尼器 速度锁定器
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屈曲约束支撑在收尘器混凝土框架减震设计的应用研究
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作者 李顺 王庆江 +1 位作者 杨振坤 张福寿 《水泥技术》 2024年第6期66-72,共7页
以某抗震设防烈度为9度的水泥厂收尘器下部混凝土框架为研究对象,分别设计了采用耗能型BRB屈曲约束支撑的阻尼器消能减震结构方案和传统的非减震结构方案,并采用PERFORM-3D分析与性能评估软件对两种结构模型进行了地震响应力弹塑性时程... 以某抗震设防烈度为9度的水泥厂收尘器下部混凝土框架为研究对象,分别设计了采用耗能型BRB屈曲约束支撑的阻尼器消能减震结构方案和传统的非减震结构方案,并采用PERFORM-3D分析与性能评估软件对两种结构模型进行了地震响应力弹塑性时程计算,对比了两种设计方案的抗震性能。结果表明,屈曲约束支撑能够对结构起到良好的减震作用,在多遇及罕遇地震作用下,减震结构的整体地震力和层间位移角均明显低于非减震结构,抗震性能更高,安全储备更好。采用减震结构相比非减震结构,工程量更少,经济效益更优。 展开更多
关键词 混凝土框架 消能减震 屈曲约束支撑 弹塑性时程分析 抗震性能
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自复位变摩擦阻尼器增强榫卯节点抗震性能研究
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作者 姚超 赖正聪 +1 位作者 张彧 张雨珩 《施工技术(中英文)》 CAS 2024年第3期156-161,共6页
研究橡胶碟簧自复位变摩擦阻尼器榫卯节点抗震性能,参照西南地区传统木结构典型做法,制作直榫和台阶透榫节点进行低周反复加载试验,设计增强和未加固试件,对比榫卯节点破坏形态、滞回曲线和骨架曲线。研究结果表明,增设SFD试件拔榫量得... 研究橡胶碟簧自复位变摩擦阻尼器榫卯节点抗震性能,参照西南地区传统木结构典型做法,制作直榫和台阶透榫节点进行低周反复加载试验,设计增强和未加固试件,对比榫卯节点破坏形态、滞回曲线和骨架曲线。研究结果表明,增设SFD试件拔榫量得以有效降低,榫头断裂、劈裂现象得到显著改善;不同节点滞回曲线均呈Z字形,未加固节点滑移现象更为突出;经SFD加固后的节点滞回曲线更加饱满,耗能能力、承载力和刚度均有显著提升。 展开更多
关键词 减震 阻尼器 抗震性能 拟静力试验 滞回曲线
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高层隔震结构减震机理和设计分析 被引量:1
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作者 尤文贵 张俊腾 《山西建筑》 2024年第4期47-50,共4页
随着《建筑抗震管理条例》的颁布,隔震建筑在工程建设中的应用将越来越广泛。以福州某办公楼隔震结构设计为研究对象,采用有限元软件YJK和ETABS分析了主要振型的反应谱。给出了抗震设计目标确定的方法、地震波的选取方法和减震机理,得... 随着《建筑抗震管理条例》的颁布,隔震建筑在工程建设中的应用将越来越广泛。以福州某办公楼隔震结构设计为研究对象,采用有限元软件YJK和ETABS分析了主要振型的反应谱。给出了抗震设计目标确定的方法、地震波的选取方法和减震机理,得出了可供工程技术人员借鉴的主要结论:地震波选取时可通过观察地震波的时程曲线图的主要周期点和最大加速度值并对比反应谱与规范谱的拟合度,来判断其与建筑场地是否相适应;高层结构在底部设置隔震支座能够显著改善上部结构的地震反应谱,其减震机理并不是延迟周期而是滤波原理。 展开更多
关键词 减隔震 地震波 反应谱 减震机理
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RC框架消能减震结构的地震易损性分析 被引量:1
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作者 李罗堂 陈道政 《合肥工业大学学报(自然科学版)》 CAS 北大核心 2024年第4期555-561,共7页
消能减震结构在减震后需要进行减震结构损伤水平的评估以及结构可靠度和地震易损性的研究。文章以钢筋混凝土框架结构为研究对象,以黏滞阻尼器为消能减震装置,采用有限元分析软件ETABS建立消能减震模型并进行传统的小震作用下的弹性时... 消能减震结构在减震后需要进行减震结构损伤水平的评估以及结构可靠度和地震易损性的研究。文章以钢筋混凝土框架结构为研究对象,以黏滞阻尼器为消能减震装置,采用有限元分析软件ETABS建立消能减震模型并进行传统的小震作用下的弹性时程分析和基于增量动力分析的地震易损性分析,参考结构在不同强度的地震动作用下到达各极限状态的量化指标得到其对应的地震易损性概率,由此确定结构在不同地震动作用下处于各个不同性能水准下的失效概率。结果表明:在设置黏滞阻尼器之后,结构的抗震性能得到有效提升,可以满足“小震不坏,中震可修,大震不倒”的性能指标;同时,基于增量动力分析的地震易损性分析也可以为实际工程的减震设计、灾害评估和未来的地震损失预测提供简明有力的参考依据。 展开更多
关键词 框架结构 黏滞阻尼器 消能减震结构 增量动力分析 地震易损性
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基于冲击波、热、地震波的含能材料爆炸多威力参量综合评价方法研究
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作者 祖晓炜 孔德仁 薛冰 《国外电子测量技术》 2024年第10期72-80,共9页
为了满足不同反应机理、不同装药物态含能材料爆炸能量释放过程中,冲击波、热及地震波等毁伤元综合毁伤威力的定量评价需求。采用实测冲击波、热、地震波试验数据,在冲击波超压、比冲量、热剂量及地震波振动速度峰值随爆心距、比例距离... 为了满足不同反应机理、不同装药物态含能材料爆炸能量释放过程中,冲击波、热及地震波等毁伤元综合毁伤威力的定量评价需求。采用实测冲击波、热、地震波试验数据,在冲击波超压、比冲量、热剂量及地震波振动速度峰值随爆心距、比例距离的变化规律基础上,采用归一化加权方法,构建了能够综合不同爆心距、不同威力参量作用“强弱”的综合评价模型。采用标准TNT试验数据对建立的综合评价模型进行了有效性验证,综合模型计算所得比当量的相对误差小于2%;同时,该综合评价模型也实现了相同试验工况下某型含能材料冲击波、热及地震波释能特性的综合等效当量的计算。多威力参量综合评价方法能够根据不同的测试环境、试验场景及毁伤目标任意选取权重,获取特定工况下被试含能材料目标毁伤能力的等效当量,能够为含能材料的设计研发、能量释放特性的分析及目标毁伤能力的综合评价提供有效的定量分析手段。 展开更多
关键词 冲击波 热效应 地震波 归一化综合评价方法
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钢混组合梁减隔震抗震优化设计分析
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作者 陈祎憧 《黑龙江交通科技》 2024年第6期121-124,128,共5页
为确保钢混组合梁抗震设计性能最优,依托黄江跨航道主跨为138 m的大跨度槽型钢混组合连续梁桥,针对减隔震支座多参数进行优化研究,选择支座尺寸、铅芯直径以及硬化率作为分析参数,分别选取墩底纵向弯矩和横向弯矩两个指标作为目标函数,... 为确保钢混组合梁抗震设计性能最优,依托黄江跨航道主跨为138 m的大跨度槽型钢混组合连续梁桥,针对减隔震支座多参数进行优化研究,选择支座尺寸、铅芯直径以及硬化率作为分析参数,分别选取墩底纵向弯矩和横向弯矩两个指标作为目标函数,定义结构综合目标函数W。基于正交试验方法的参数分析,确定钢混组合梁桥抗震性能最优参数组合。采用极差分析法对W进行分析,获得结构设计参数对抗震性能的敏感性及显著性。结果表明,钢混组合梁桥抗震性能最优减隔震支座参数为:减隔震支座尺寸为1 300 mm×1 300 mm,铅芯直径为190 mm,硬化率为0.20,较原设计方案纵向墩底弯矩减小了41.9%,横向墩底弯矩减小了30.5%;参数敏感性程度由强到弱依次为支座尺寸、硬化率、铅芯直径。 展开更多
关键词 钢混组合梁桥 抗震分析 减隔震设计 正交试验 参数优化
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近断层主余震考虑斜入射下的重力坝响应分析
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作者 李宇辰 李晓娜 +1 位作者 杨杰 朱和敏 《水资源与水工程学报》 CSCD 北大核心 2024年第2期174-182,共9页
一次大的地震中一般存在主震和余震,当震源距离地面较近时,近断层主余震序列通常以某一角度斜入射至地基,因此只考虑地震波垂直入射的情况是不适合的,有必要考虑地震波在多个角度下斜入射的情况。选取3条近断层实测主余震序列,推导地震... 一次大的地震中一般存在主震和余震,当震源距离地面较近时,近断层主余震序列通常以某一角度斜入射至地基,因此只考虑地震波垂直入射的情况是不适合的,有必要考虑地震波在多个角度下斜入射的情况。选取3条近断层实测主余震序列,推导地震动P波斜入射界面等效节点力公式,并验证其可行性;以Koyna大坝为研究对象,研究了单个主震和主余震序列2种工况下入射角在0°~90°之间时的大坝地震响应,以位移、损伤指数、损伤耗散能3个指标对震后坝体破坏进行了分析,建立了局部损伤指数量化分析损伤程度。研究表明:近断层单个主震和主余震2种工况入射角在15°~75°之间时,大坝地震响应均大于垂直入射情况;在多种性能指标下,主余震序列下的地震响应均大于单个主震。 展开更多
关键词 重力坝地震响应 近断层地震动 P波 主余震序列 斜入射
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植筋连接对既有结构的消能减震效果分析
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作者 鲁向华 《工程建设与设计》 2024年第16期25-27,共3页
针对传统抗震加固法建设工期长、工程费用高、现场湿作业较多的问题,以过去的施工经验为依据,采用植筋连接将黏滞阻尼器连接墙安装在既有建筑结构上,提出了一种新的消能减震框架子结构施工方案。解决了如何将墙式连接消能减震技术应用... 针对传统抗震加固法建设工期长、工程费用高、现场湿作业较多的问题,以过去的施工经验为依据,采用植筋连接将黏滞阻尼器连接墙安装在既有建筑结构上,提出了一种新的消能减震框架子结构施工方案。解决了如何将墙式连接消能减震技术应用到既有建筑结构上的问题,实现了既有建筑结构抗震加固的设计要求。 展开更多
关键词 植筋连接 消能减震 抗震性能
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