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Boundary Element Analysis forModeⅢCrack Problems of Thin-Walled Structures from Micro-to Nano-Scales 被引量:1
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作者 Bingrui Ju Wenzhen Qu Yan Gu 《Computer Modeling in Engineering & Sciences》 SCIE EI 2023年第9期2677-2690,共14页
This paper develops a new numerical framework for modeⅢcrack problems of thin-walled structures by integrating multiple advanced techniques in the boundary element literature.The details of special crack-tip elements... This paper develops a new numerical framework for modeⅢcrack problems of thin-walled structures by integrating multiple advanced techniques in the boundary element literature.The details of special crack-tip elements for displacement and stress are derived.An exponential transformation technique is introduced to accurately calculate the nearly singular integral,which is the key task of the boundary element simulation of thin-walled structures.Three numerical experiments with different types of cracks are provided to verify the performance of the present numerical framework.Numerical results demonstrate that the present scheme is valid for modeⅢcrack problems of thin-walled structures with the thickness-to-length ratio in the microscale,even nanoscale,regime. 展开更多
关键词 Boundary element nearly singular integral thin-walled structure mode III crack
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Seismic Responses of Asymmetric Base-Isolated Structures under Near-Fault Ground Motion 被引量:1
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作者 叶昆 李黎 方秦汉 《Journal of Southwest Jiaotong University(English Edition)》 2008年第4期335-345,共11页
An inter-story shear model of asymmetric base-isolated structures incorporating deformation of each isolation bearing was built, and a method to simultaneously simulate bi-directional near-fault and far-field ground m... An inter-story shear model of asymmetric base-isolated structures incorporating deformation of each isolation bearing was built, and a method to simultaneously simulate bi-directional near-fault and far-field ground motions was proposed. A comparative study on the dynamic responses of asymmetric base-isolated structures under near-fault and far-field ground motions were conducted to investigate the effects of eccentricity in the isolation system and in the superstructures, the ratio of the uncoupled torsional to lateral frequency of the superstructure and the pulse period of near-fault ground motions on the nonlinear seismic response of asymmetric base-isolated structures. Numerical results show that eccentricity in the isolation system makes asymmetric base-isolated structure more sensitive to near-fault ground motions, and the pulse period of near-fault ground motions plays an import role in governing the seismic responses of asymmetric base-isolated structures. 展开更多
关键词 Asymmetric base-isolated structure near-fault ground motion Far-field ground motion Nonlinear seismic response
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Nearly Free Electron State in Graphane Nanoribbon Superlattice
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作者 刘巧鸿 李震宇 杨金龙 《Chinese Journal of Chemical Physics》 SCIE CAS CSCD 2011年第1期22-24,I0003,共4页
Nearly free electron (NFE) state has been widely studied in low dimensional systems. Based on first-principles calculations, we identify two types of NFE states in graphane nanoribbon superlattice, similar to those ... Nearly free electron (NFE) state has been widely studied in low dimensional systems. Based on first-principles calculations, we identify two types of NFE states in graphane nanoribbon superlattice, similar to those of graphene nanoribbons and boron nitride nanoribbons. Effect of electron doping on the NFE states in graphane nanoribbon superlattice has been studied, and it is possible to open a vacuum transport channel via electron doping. 展开更多
关键词 GRAPHANE nearly free electron Electronic structure
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A modified Kelvin impact model for pounding simulation of base-isolated building with adjacent structures 被引量:13
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作者 Ye Kun Li Li Zhu Hongping 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2009年第3期433-446,共14页
Base isolation can effectively reduce the seismic forces on a superstructure, particularly in lowto medium-rise buildings. However, under strong near-fault ground motions, pounding may occur at the isolation level bet... Base isolation can effectively reduce the seismic forces on a superstructure, particularly in lowto medium-rise buildings. However, under strong near-fault ground motions, pounding may occur at the isolation level between the baseisolated building (BIB) and its surrounding retaining walls. To effectively investigate the behavior of the BIB pounding with adjacent structures, after assessing some commonly used impact models, a modified Kelvin impact model is proposed in this paper. Relevant parameters in the modified Kelvin model are theoretically derived and numerically verified through a simple pounding case. At the same time, inelasticity of the isolated superstructure is introduced in order to accurately evaluate the potential damage to the superstructure caused by the pounding of the BIB with adjacent structures. The reliability of the modified Kelvin impact model is validated through numerical comparisons with other impact models. However, the difference between the numerical results from the various impact analytical models is not significant. Many numerical simulations of BIBs are conducted to investigate the influence of various design parameters and conditions on the peak inter-story drifts and floor accelerations during pounding. It is shown that pounding can substantially increase floor accelerations, especially at the ground floor where impacts occur. Higher modes of vibration are excited during poundings, increasing the inter-story drifts instead of keeping a nearly rigid-body motion of the superstructure. Furthermore, higher ductility demands can be imposed on lower floors of the superstructure. Moreover, impact stiffness seems to play a significant role in the acceleration response at the isolation level and the inter-story drifts of lower floors of the superstructure. Finally, the numerical results show that excessive flexibility of the isolation system used to minimize the floor accelerations may cause the BIB to be more susceptible to pounding under a limited seismic gap. 展开更多
关键词 structural pounding BASE-ISOLATION near-fault ground motions Kelvin impact model nonlinear damping
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Switching disturbance rejection attitude control of near space vehicles with variable structure 被引量:2
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作者 GONG Ligang WANG Qing DONG Chaoyang 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2019年第1期167-179,共13页
A switching disturbance rejection attitude control law is proposed for a near space vehicle(NSV) with variable structure.The multiple flight modes, system uncertainties and disturbances of the NSV are taken into accou... A switching disturbance rejection attitude control law is proposed for a near space vehicle(NSV) with variable structure.The multiple flight modes, system uncertainties and disturbances of the NSV are taken into account based on switched nonlinear systems. Compared with traditional backstepping design methods,the proposed method utilizes the added integrals of attitude angle and angular rate tracking errors to further decrease the tracking errors. Moreover, to reduce the computation complexity, a rapid convergent differentiator is employed to obtain the derivative of the virtual control command. Finally, for disturbance rejection, based on the idea from the extended state observer(ESO), two disturbance observers are designed by using non-smooth functions to estimate the disturbances in the switched nonlinear systems. All signals of the closed-loop system are proven to be uniformly ultimately bounded under the Lyapunov function framework. Simulation results demonstrate the effectiveness of the proposed control scheme. 展开更多
关键词 near space vehicle (NSV) variable structure SWITCHED nonlinear system extended state OBSERVER (ESO).
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X-ray absorption near the edge structure and x-ray photoelectron spectroscopy studies on pyrite prepared by thermally sulfurizing iron films 被引量:1
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作者 张辉 刘应书 +3 位作者 王宝义 魏龙 奎热西 钱海杰 《Chinese Physics B》 SCIE EI CAS CSCD 2009年第7期2734-2738,共5页
This paper reports how pyrite films were prepared by thermal sulfurization of magnetron sputtered iron films and characterized by X-ray absorption near edge structure spectra and X-ray photoelectron spectroscopy on a ... This paper reports how pyrite films were prepared by thermal sulfurization of magnetron sputtered iron films and characterized by X-ray absorption near edge structure spectra and X-ray photoelectron spectroscopy on a 4B9B beam line at the Beijing Synchrotron Radiation Facility. The band gap of the pyrite agrees well with the optical band gap obtained by a spectrophotometer. The octahedral symmetry of pyrite leads to the splitting of the d orbit into t2g and eg levels. The high spin and low spin states were analysed through the difference of electron exchange interaction and the orbital crystal field. Only when the crystal field splitting is higher than 1.5 eV, the two weak peaks above the white lines can appear, and this was approved by experiments in the present work. 展开更多
关键词 X-ray absorption near the edge structure spectra X-ray photoelectron spectroscopy iron pyrite films solar cells
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Interpretation of the pre-edge X-ray absorption fine structures in MnO
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作者 LIShu-Jun HURong +4 位作者 HUTian-Dou XIEYa-Ning ZHANGJing TAOYe WuZi-Yu 《Nuclear Science and Techniques》 SCIE CAS CSCD 2003年第3期153-156,共4页
The weak pre-edge features in the Mn K-edge X-ray absorption near-edge structure (XANES) spectrumof manganese monoxide (MnO) were investigated by comparing experimental data with dipolar and quadrupolarcross-section c... The weak pre-edge features in the Mn K-edge X-ray absorption near-edge structure (XANES) spectrumof manganese monoxide (MnO) were investigated by comparing experimental data with dipolar and quadrupolarcross-section calculations in the framework of multiple-scattering theory. We assign the first pre-edge feature to a di-rect quadrupolar transition from Is core state to 3d molecular orbitals of the central atom, e.g., the lowest in energy,due to the more effective attraction of the core hole. The second peak in this region arises unambiguously from thehybridization between p-orbitals of the central atom with higher-shell metal octahedral orbitals. 展开更多
关键词 X射线吸收微细结构 MNO 氧化亚锰 XAFS 过渡金属元素
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X-ray absorption near-edge structure study on the configuration of Cu2+/histidine complexes at different pH values
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作者 于梅娟 王宇 徐伟 《Chinese Physics B》 SCIE EI CAS CSCD 2016年第4期474-478,共5页
The local configurations around metal ions in metalloproteins are of great significance for understanding their biolog- ical functions. Cu2+/histidine (His) is a typical complex existing in many metalloproteins and... The local configurations around metal ions in metalloproteins are of great significance for understanding their biolog- ical functions. Cu2+/histidine (His) is a typical complex existing in many metalloproteins and plays an important role in lots of physiological functions. The three-dimensional (3D) structural configurations of Cu2+/His complexes at different pH values (2.5, 6.5, and 8.5) are quantitatively determined by x-ray absorption near-edge structure (XANES). Generally Cu2+/His complex keeps an octahedral configuration consisting of oxygen atoms from water molecules and oxygen or nitrogen atoms from histidine molecules coordinated around Cu2+. It is proved in this work that the oxygen atoms from water molecules, when increasing the pH value from acid to basic value, are gradually substituted by the Ocarboxy1, Nam, and Nim from hisitidine molecules. Furthermore, the symmetries of Cu2+/His complexes at pH 6.5 and pH 8.5 are found to be lower than at pH 2.5. 展开更多
关键词 x-ray absorption near-edge structure Cu2+/His pH values CONFIGURATION
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A Coupled Soil-Fluid-Structure Simulation of the Near-Field Earthquake Effects on Gravity Type Quay-Walls
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作者 M.Zeinoddini H.Matin Nikoo F.Ahmadpour 《China Ocean Engineering》 SCIE EI CSCD 2013年第4期481-494,共14页
This study focuses on non-linear seismic response of concrete gravity quay-wall structures subjected to near-fault ground motions, a subject which seems not to have received much attention in the literature. A two-dim... This study focuses on non-linear seismic response of concrete gravity quay-wall structures subjected to near-fault ground motions, a subject which seems not to have received much attention in the literature. A two-dimensional coupled fluid-structure-soil finite element modelling is employed to obtain the quay-wall response. The seawater medium is represented by acoustic type, potential based fluid elements. The elasto-plastic behavior of the soil medium is idealized using Drucker-Prager yield criterion based on associated flow rule assumption. Four nodded plane strain elements are used to model the concrete wall, foundation, subsoil, backfill and seabed zones. Fluid Structure Interface (FSI) elements are considered between the seawater interfaces with the quay-wall and the seabed. Frictional contact elements are employed between the wall and soil interfaces. The numerical model is validated using field measurements available for permanent drifts in a quay-wall damaged during Kobe earthquake. Reasonable agreements are obtained between the model predictions and the field measurements. Non-linear seismic analyses of the selected quay-wall subjected to both near-fault and far-fault ground motions are performed. An incremental dynamic analysis approach (IDA) is used. In general, at least for models examined in the current study, the gravity quay-walls are found to be more vulnerable to near-field, in comparison with the corresponding far-field, earthquakes. 展开更多
关键词 coastal structure gravity quay-wall near-fault earthquake Incremental Dynamic Analysis (IDA)
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Landscape of s-triazine molecule on Si(100) by a theoretical x-ray photoelectron spectroscopy and x-ray absorption near-edge structure spectra study
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作者 Jing Hu Xiu-Neng Song +3 位作者 Sheng-Yu Wang Juan Lin Jun-Rong Zhang Yong Ma 《Chinese Physics B》 SCIE EI CAS CSCD 2018年第11期437-444,共8页
The chemisorbed structure for an aromatic molecule on a silicon surface plays an important part in promoting the development of organic semiconductor material science. The carbon K-shell x-ray photoelectron spectrosc... The chemisorbed structure for an aromatic molecule on a silicon surface plays an important part in promoting the development of organic semiconductor material science. The carbon K-shell x-ray photoelectron spectroscopy(XPS) and the x-ray absorption near-edge structure(XANES) spectra of the interfacial structure of an s-triazine molecule adsorbed on Si(100) surface have been performed by the first principles, and the landscape of the s-triazine molecule on Si(100) surface has been described in detail. Both the XPS and XANES spectra have shown their dependence on different structures for the pristine s-triazine molecule and its several possible adsorbed configurations. By comparison with the XPS spectra, the XANES spectra display the strongest structural dependency of all of the studied systems and thus could be well applied to identify the chemisorbed s-triazine derivatives. The exploration of spectral components originated from non-equivalent carbons in disparate local environments has also been implemented for both the XPS and XANES spectra of s-triazine adsorbed configurations. 展开更多
关键词 S-TRIAZINE silicon surface x-ray photoelectron spectroscopy (XPS) x-ray absorption near-edge structure (XANES)
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A theoretical study of the oxygen K-edge near-edge X-ray absorption fine structure of N_2O/Ir(110)
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作者 吴太权 朱萍 +1 位作者 王新燕 罗宏雷 《Chinese Physics B》 SCIE EI CAS CSCD 2012年第7期439-443,共5页
A multiple-scattering chtster method is employed to calculate the oxygen K-edge near-edge X-ray absorption fine structure of N20/Ir(110) and its monolayer. Two peaks and one weak resonance appear in both cases. The ... A multiple-scattering chtster method is employed to calculate the oxygen K-edge near-edge X-ray absorption fine structure of N20/Ir(110) and its monolayer. Two peaks and one weak resonance appear in both cases. The self- consistent field DV-Xa calculations of the peaks and resonance show that the physical origin of the pre-edge peak x is different from those of the main peak 1 and the other weak resonance al. This setup is intrinsic to the N20 monolayer, owing to the interaction between the neighbouring molecular chains in the monolayer and partly to the adsorbed atomic oxygen, according to both the theoretical and experimental data. 展开更多
关键词 N20/Ir(110) N20 monolayer multiple-scattering cluster near-edge X-ray absorptionfine structure
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美国“去风险”对中国产业链供应链安全的影响及应对 被引量:9
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作者 蔡宏波 郑涵茜 余天赐 《财经问题研究》 CSSCI 北大核心 2024年第1期33-43,共11页
在大国竞争加剧、突发公共卫生事件冲击和乌克兰危机持续等多重不确定性因素叠加的背景下,全球产业链供应链正进入重要的重塑阶段。与此同时,美国先后提出对华“脱钩”“去风险”,以减少其对中国产业链供应链的依赖,这严重影响了全球产... 在大国竞争加剧、突发公共卫生事件冲击和乌克兰危机持续等多重不确定性因素叠加的背景下,全球产业链供应链正进入重要的重塑阶段。与此同时,美国先后提出对华“脱钩”“去风险”,以减少其对中国产业链供应链的依赖,这严重影响了全球产业链供应链的稳定畅通。首先,本文界定产业链供应链安全范畴主要包括主体要素安全和结构要素安全。其次,辨析美国“脱钩”“去风险”政策意图的异同,并就现阶段美国“去风险”对中国产业链供应链安全的主要影响和中国所面临的现实挑战进行论述。分析发现,美国“去风险”对中国产业链供应链安全的主要影响包括:一是美国通过控制核心技术、中间品出口和关键资源危及中国产业链供应链主体要素安全。二是通过制造业回流、“近岸外包”“友岸外包”重塑全球产业空间布局,威胁中国产业链供应链结构要素安全。三是通过友好国家网络拉拢盟友,增加中国产业链供应链被排除风险。最后,本文据此提出中国如何在美国“去风险”背景下维护产业链供应链安全稳定的政策建议。 展开更多
关键词 产业链供应链安全 主体要素安全 结构要素安全 近岸外包 友岸外包
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设有叠合柱的局部错层RC框架结构地震易损性分析 被引量:1
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作者 张淑云 刘建波 +2 位作者 代慧娟 王乐 高欣悦 《中国科技论文》 CAS 2024年第3期275-283,共9页
为研究某一设有叠合柱的局部错层钢筋混凝土(reinforced concrete,RC)框架结构在近断层和远场地震作用下的破坏概率,自定义钢管混凝土叠合柱塑性铰参数,并与试验对比验证塑性铰参数的有效性。采用SAP2000建立非线性分析模型,选取近断层... 为研究某一设有叠合柱的局部错层钢筋混凝土(reinforced concrete,RC)框架结构在近断层和远场地震作用下的破坏概率,自定义钢管混凝土叠合柱塑性铰参数,并与试验对比验证塑性铰参数的有效性。采用SAP2000建立非线性分析模型,选取近断层和远场地震波共22条,分别以地震峰值加速度(peak ground acceleration,PGA)和最大层间位移角作为地震动强度指标和结构性能指标,基于增量动力分析(incremental dynamic analysis,IDA)结果和点估计函数对错层框架结构进行易损性分析。结果表明:对于远场地震动,结构满足“三水准”抗震设防要求,在罕遇地震下超越防止倒塌极限状态的概率仅为0.24%;结构在近断层多遇地震下仍能满足“小震不坏”的设计要求,设防地震下结构超越修复后使用极限状态的概率为53.63%,发生中等破坏的概率较大,罕遇地震下结构达到倒塌极限状态的概率为5.37%,较远场地震作用破坏更为严重。研究结果可为错层框架结构的设计和地震风险评估提供参考。 展开更多
关键词 近断层地震 错层框架结构 钢管混凝土叠合柱 增量动力分析 点估计
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远场和近场地震下核电隔震结构的摇摆响应分析
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作者 何文福 吉敏 +2 位作者 任逸飞 许浩 MIYAMA Takafumi 《上海大学学报(自然科学版)》 CAS CSCD 北大核心 2024年第4期595-607,共13页
为了探究远场和近场地震动作用对核电隔震结构的不同影响,研究了核电隔震结构在远场和近场地震动作用下的摇摆响应和支座状态,主要讨论了地震特性对结构摇摆响应的影响,包括上部结构的摇摆角、隔震支座的拉压应力、隔震支座的剪切变形等... 为了探究远场和近场地震动作用对核电隔震结构的不同影响,研究了核电隔震结构在远场和近场地震动作用下的摇摆响应和支座状态,主要讨论了地震特性对结构摇摆响应的影响,包括上部结构的摇摆角、隔震支座的拉压应力、隔震支座的剪切变形等.分析发现:上部结构的摇摆角随地震动加速度幅值线性增加,其中近场地震动作用下上部结构的摇摆角明显大于远场地震动作用,且具有更大的离散性;当地震动加速度幅值为1.2 g时,近场地震动作用下上部结构摇摆角均值和标准差可达远场地震动作用下的2.88倍和3.90倍;近场地震动作用下,支座更容易进入非安定变形状态,也更容易出现支座受拉现象.该成果可为核电厂结构的隔震设计提供工程参考价值. 展开更多
关键词 远场和近场地震 橡胶支座 摇摆效应 动力响应 核电结构
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减隔震技术对9度近断层区框架结构抗震性能影响与经济性分析
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作者 潘毅 晏方浩 +2 位作者 熊耀清 金杨颜 胡伟 《建筑结构》 北大核心 2024年第20期34-42,共9页
为研究减隔震技术对9度近断层区框架结构抗震性能影响及其经济性,以某多层框架结构为研究对象,在保证结构力学指标为85%的规范限值的原则下,对其分别进行抗震、减震、隔震设计,采用ETABS软件建立结构的抗震、减震、隔震模型并对其进行... 为研究减隔震技术对9度近断层区框架结构抗震性能影响及其经济性,以某多层框架结构为研究对象,在保证结构力学指标为85%的规范限值的原则下,对其分别进行抗震、减震、隔震设计,采用ETABS软件建立结构的抗震、减震、隔震模型并对其进行近断层和非近断层地震动作用下的抗震性能对比分析,以及工程量和经济性分析。结果表明,各模型在近断层地震动下的反应大于非近断层地震动下的。在近断层罕遇地震下,相较于抗震模型,隔震模型最大层间位移角减小6898%,楼面峰值加速度减小7677%,楼层剪力减小8367%;相较于抗震、减震模型,隔震模型在近断层多遇地震和设防地震下的响应及填充墙破坏程度最小,隔震结构抗震性能最优。相较于抗震模型,减震、隔震模型造价分别降低857%、554%,所以减震设计的工程造价最低。 展开更多
关键词 9度设防烈度 近断层地震动 框架结构 隔震设计 减震设计 抗震性能 经济性
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基于主线不停运的城轨支线独立运营改造方案
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作者 戴志仁 李岩龙 +2 位作者 王泽宇 杨学金 张维驿 《铁道工程学报》 EI CSCD 北大核心 2024年第2期93-99,共7页
研究目的:针对大型铁路枢纽接入已运营轨道交通线路引起的既有线改造问题,为满足铁路枢纽与轨道交通连接线(支线)施工期间主线正常运营不受影响,对改造涉及的运营组织与接轨方案进行系统研究,并对土建、轨道、接触网、环网与动照、信号... 研究目的:针对大型铁路枢纽接入已运营轨道交通线路引起的既有线改造问题,为满足铁路枢纽与轨道交通连接线(支线)施工期间主线正常运营不受影响,对改造涉及的运营组织与接轨方案进行系统研究,并对土建、轨道、接触网、环网与动照、信号、综合监控与通信系统等的改造及影响进行深入研究,在统筹考虑实施难度、投资与工期的基础上,提出实施风险最小、技术最合理的改造方案。研究结论:(1)既有高架车站与区间改造影响范围较小且相对可控,可以实现主线正常运营情况下新建独立运营支线工程;(2)为最大程度保障主线运营不受影响,在现有技术水平条件下,应尽量避免在运营天窗期进行各类信号光电缆的割接;(3)支线独立运营方案,应尽量采取措施将新建支线与主线相连、轨道相通,以利于车辆检修与维保,并增加运营的灵活性;(4)桥梁浇筑与平移施工临近既有线,实施阶段应进一步完善工艺衔接与交叉施工统筹,增加既有线安全保障;(5)本研究结论可为类似工程提供参考。 展开更多
关键词 运营线路 主线 支线 实施风险 简支梁 连续梁 信号 帮接扩建
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近场地震动对我国RC框架结构地震响应影响分析
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作者 张令心 王子铭 朱柏洁 《世界地震工程》 北大核心 2024年第4期39-50,共12页
近场地震常含有丰富的脉冲成分,其短时间内产生的冲击效应会对近场地区建筑结构造成严重破坏。钢筋混凝土(reinforced concrete,RC)框架结构在我国城镇地区应用较多,为此应开展近场地震动对我国框架结构地震响应影响研究。基于近期记录... 近场地震常含有丰富的脉冲成分,其短时间内产生的冲击效应会对近场地区建筑结构造成严重破坏。钢筋混凝土(reinforced concrete,RC)框架结构在我国城镇地区应用较多,为此应开展近场地震动对我国框架结构地震响应影响研究。基于近期记录较为完整的土耳其M 7.8级地震,筛选出近场脉冲型和非脉冲型两类地震动各2条作为输入,并对比分析了4条地震动加速度反应谱的形状特征;按8度设防设计并建立了4、7、10层三个不同周期的RC框架结构有限元分析模型,利用现有试验结果验证了该模型的准确性;采用非线性动力时程分析方法,通过比较地震加速度反应谱、结构层间位移角、结构耗能和梁、柱构件利用率等指标,从结构整体到构件层面综合分析了这两类地震动对框架结构地震响应的影响。研究结果表明:所选的脉冲型地震动加速度反应谱平台段较长且双峰和多峰特性明显,非脉冲型地震动加速度反应谱的单峰特性明显;在这两类地震动作用下,短周期结构整体响应以及梁、柱构件的破坏程度均与地震加速度反应谱值呈正相关性;而对于中和长周期结构,相比较非脉冲型地震动,脉冲型地震动作用下会造成加速度反应谱值小,而结构整体响应以及梁、柱构件的破坏程度较大的现象。因此,对该类结构进行抗震设计时应充分考虑近场地震动脉冲效应的影响。 展开更多
关键词 近场地震动 RC框架结构 地震响应影响分析 结构非线性分析 土耳其M 7.8地震
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层析+折射约束迭代反演近地表建模方法及应用探索
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作者 崔永福 吕景峰 +4 位作者 裴广平 魏疆宁 王国纬 李艳君 苏子玉 《非常规油气》 2024年第1期1-11,共11页
塔西南山前带是塔里木盆地重要的勘探接替领域之一,其地表为巨厚黄土覆盖,黄土厚度可达500 m以上,速度在纵、横向上变化快,表层结构复杂。为改善地震成像效果,针对复杂地表区表层模型精度难以满足需求的问题,开展了拟合时深曲线量板、... 塔西南山前带是塔里木盆地重要的勘探接替领域之一,其地表为巨厚黄土覆盖,黄土厚度可达500 m以上,速度在纵、横向上变化快,表层结构复杂。为改善地震成像效果,针对复杂地表区表层模型精度难以满足需求的问题,开展了拟合时深曲线量板、层析反演及折射反演等方面研究工作。结果表明:多种表层建模方法综合运用是提高近地表模型精度的有效途径;黄土曲线量板可反映连续介质区近地表速度变化规律;层析+折射约束迭代反演近地表建模方法能够将模型精度误差控制在5%以内;逐级递进约束层析反演可拓展可信速度场深度约1500 m。以上成果认识,对类似探区构建高精度近地表模型及提高地震成像精度具有指导意义。 展开更多
关键词 层析 折射 近地表建模 塔西南 黄土 表层结构 地震成像 连续介质
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乙纶分子结构及热变性三级长波近红外-中红外光谱研究 被引量:7
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作者 柴嘉欣 吉一帆 +5 位作者 李雨情 宗鹤宸 宗雪晴 王静伟 常美玲 于宏伟 《纺织科学与工程学报》 CAS 2024年第1期58-67,共10页
长波近红外-中红外(LW-NIR-MIR)光谱开展乙纶分子结构研究。红外模式主要包括:2ν_(asCH3-去卷积-乙纶)、2ν_(asCH2-去卷积-乙纶)、2ν_(sCH3-去卷积-乙纶)、2ν_(sCH2-去卷积-乙纶)、(ν_(asCH2-去卷积-乙纶)+ν_(CH-去卷积-乙纶))、(... 长波近红外-中红外(LW-NIR-MIR)光谱开展乙纶分子结构研究。红外模式主要包括:2ν_(asCH3-去卷积-乙纶)、2ν_(asCH2-去卷积-乙纶)、2ν_(sCH3-去卷积-乙纶)、2ν_(sCH2-去卷积-乙纶)、(ν_(asCH2-去卷积-乙纶)+ν_(CH-去卷积-乙纶))、(ν_(asCH2-去卷积-乙纶)+ν_(sCH2-去卷积-乙纶))、ν_(asCH3-去卷积-乙纶)、ν_(sCH3-去卷积-乙纶)、ν_(asCH2-去卷积-乙纶)、ν_(sCH2-去卷积-乙纶)、δ_(CH2-去卷积-乙纶)和ρ_(CH2-去卷积-乙纶)。进一步开展了变温LW-NIR-MIR光谱研究。在303 K~393 K的温度范围内,结构官能团(2ν_(sCH2-去卷积-乙纶),ν_(asCH2-去卷积-乙纶)和ρ_(CH2-去卷积-乙纶))对应频率及强度都有明显改变。最后开展二维LW-NIR-MIR光谱研究。LW-NIR区间,5835 cm^(-1)(2ν_(asCH2-2-二维-乙纶))>5700 cm^(-1)(2ν_(sCH2-二维-乙纶))>5867 cm^(-1)(2ν_(asCH2-1-二维-乙纶))>5800 cm^(-1)(ν_(asCH2-二维-乙纶)+ν_(CH-二维-乙纶))>5762 cm^(-1)(ν_(asCH2-二维-乙纶)+ν_(sCH2-二维-乙纶))>5894 cm^(-1)(2ν_(asCH3-二维-乙纶))。MIR区间,2915 cm^(-1)(ν_(asCH2-二维))>2845 cm^(-1)(ν_(sCH2-二维-乙纶))>2945 cm^(-1)(ν_(asCH3-二维-乙纶))>2885 cm^(-1)(ν_(sCH3-二维-乙纶))。1452 cm^(-1)(δ_(CH2-2-二维-乙纶))>1475 cm^(-1)(δ_(CH2-1-二维-乙纶))。LW-NIR-MIR区间,5835 cm^(-1)(2ν_(asCH2-2-二维-乙纶))>2915 cm^(-1)(ν_(asCH2-二维-乙纶))>2845 cm^(-1)(ν_(sCH2-二维-乙纶))>5894 cm^(-1)(2ν_(asCH3-二维-乙纶))。乙纶分子结构主要官能团对热的敏感程度及变化快慢顺序都存在着较大的差异性。研究拓展了三级LW-NIR-MIR谱在乙纶分子结构及热变性的研究范围。 展开更多
关键词 乙纶 长波近红外-中红外光谱 结构 热变性
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含氟药物地塞米松棕榈酸酯分子结构的中红外-近红外光谱研究 被引量:3
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作者 杜林楠 孔晓美 +5 位作者 雷晓静 柴嘉欣 吉一帆 赫士博 刘晴晴 于宏伟 《有机氟工业》 CAS 2024年第1期10-14,共5页
采用中红外(MIR)光谱研究地塞米松棕榈酸酯的分子结构。试验发现,地塞米松棕榈酸酯分子结构的MIR吸收模式主要包括游离O-H基团伸缩振动模式(ν_(O-H-游离-MIR))、缔合O-H基团伸缩振动模式(ν_(O-H-缔合-MIR))、RC=CH基团C-H伸缩振动模式... 采用中红外(MIR)光谱研究地塞米松棕榈酸酯的分子结构。试验发现,地塞米松棕榈酸酯分子结构的MIR吸收模式主要包括游离O-H基团伸缩振动模式(ν_(O-H-游离-MIR))、缔合O-H基团伸缩振动模式(ν_(O-H-缔合-MIR))、RC=CH基团C-H伸缩振动模式(ν_(C-H-MIR))、CH_(2)基团不对称伸缩振动模式(ν_(asCH_(2)-MIR))、CH_(2)基团对称伸缩振动模式(ν_(sCH_(2))-MIR)、C=O基团伸缩振动模式(ν_(C=O-MIR))、RC=CH基团C=C伸缩振动模式(ν_(RC=CH-MIR))、CH_(2)基团变角振动模式(δ_(CH_(2)-MIR))、CH_(3)基团对称变角振动模式(δsCH_(3)-MIR)、C-O基团伸缩振动模式(ν_(C-O-MIR))、C-F基团伸缩振动模式(ν_(C-F-MIR))和CH_(2)基团面内摇摆振动模式(ρCH_(2)-MIR)。采用近红外(NIR)光谱进一步开展地塞米松棕榈酸酯分子结构的研究。试验发现,地塞米松棕榈酸酯分子结构的NIR吸收模式主要包括游离O-H基团伸缩振动倍频模式(ν_(1-NIR))、缔合O-H基团伸缩振动倍频模式(ν_(2-NIR))、CH_(2)基团对称伸缩振动倍频模式(ν_(3-NIR))、C=O基团伸缩振动倍频模式(ν_(4-NIR))、CH_(2)基团不对称伸缩振动和CH_(2)基团对称伸缩振动的合频模式(ν_(5-NIR))。MIR-NIR光谱联用技术可以有效开展地塞米松棕榈酸酯分子结构的研究。 展开更多
关键词 地塞米松棕榈酸酯 中红外光谱 近红外光谱 结构
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