全文获取类型
收费全文 | 5734篇 |
免费 | 920篇 |
国内免费 | 1125篇 |
专业分类
测绘学 | 440篇 |
大气科学 | 689篇 |
地球物理 | 1923篇 |
地质学 | 2640篇 |
海洋学 | 864篇 |
天文学 | 8篇 |
综合类 | 296篇 |
自然地理 | 919篇 |
出版年
2024年 | 25篇 |
2023年 | 100篇 |
2022年 | 198篇 |
2021年 | 240篇 |
2020年 | 250篇 |
2019年 | 306篇 |
2018年 | 245篇 |
2017年 | 270篇 |
2016年 | 298篇 |
2015年 | 275篇 |
2014年 | 439篇 |
2013年 | 430篇 |
2012年 | 381篇 |
2011年 | 395篇 |
2010年 | 374篇 |
2009年 | 391篇 |
2008年 | 387篇 |
2007年 | 409篇 |
2006年 | 395篇 |
2005年 | 315篇 |
2004年 | 252篇 |
2003年 | 243篇 |
2002年 | 222篇 |
2001年 | 147篇 |
2000年 | 133篇 |
1999年 | 107篇 |
1998年 | 112篇 |
1997年 | 81篇 |
1996年 | 79篇 |
1995年 | 62篇 |
1994年 | 56篇 |
1993年 | 47篇 |
1992年 | 42篇 |
1991年 | 20篇 |
1990年 | 11篇 |
1989年 | 10篇 |
1988年 | 6篇 |
1987年 | 3篇 |
1986年 | 8篇 |
1985年 | 4篇 |
1984年 | 4篇 |
1983年 | 2篇 |
1978年 | 4篇 |
1977年 | 1篇 |
排序方式: 共有7779条查询结果,搜索用时 140 毫秒
921.
922.
923.
基于声发射参量的煤样损伤模型研究 总被引:1,自引:0,他引:1
在单轴压缩下煤样损伤模型基本原理的基础上,推导出了基于声发射参量的煤样损伤模型。以原煤为研究对象,在单轴压缩下,对煤样进行声发射实验,验证了基于声发射参量的煤样损伤模型在煤样破坏前是可行的;分析了在单轴压缩下的声发射特性,并提出了基于"归一化"声发射累计计数的损伤变量,得到了在单轴压缩下煤样的应变—损伤方程和煤样的一维损伤本构方程。研究结果表明:声发射参量能够反映煤样内部原生裂隙的压密及新裂隙的产生、扩展、贯通等演化过程;基于声发射参量的煤样损伤模型是合理的,反映了声发射事件数和煤样损伤之间的对应关系;单轴压缩下的煤样损伤演化过程,可分为初始损伤阶段、损伤稳定演化和发展阶段、损伤加速发展阶段和残余损伤阶段4个阶段。 相似文献
924.
Structural modal parameter identification and damage diagnosis based on Hilbert-Huang transform 总被引:1,自引:1,他引:0
Traditional modal parameter identifi cation methods have many disadvantages,especially when used for processing nonlinear and non-stationary signals.In addition,they are usually not able to accurately identify the damping ratio and damage.In this study,methods based on the Hilbert-Huang transform(HHT) are investigated for structural modal parameter identifi cation and damage diagnosis.First,mirror extension and prediction via a radial basis function(RBF) neural network are used to restrain the troublesome end-effect issue in empirical mode decomposition(EMD),which is a crucial part of HHT.Then,the approaches based on HHT combined with other techniques,such as the random decrement technique(RDT),natural excitation technique(NExT) and stochastic subspace identifi cation(SSI),are proposed to identify modal parameters of structures.Furthermore,a damage diagnosis method based on the HHT is also proposed.Time-varying instantaneous frequency and instantaneous energy are used to identify the damage evolution of the structure.The relative amplitude of the Hilbert marginal spectrum is used to identify the damage location of the structure.Finally,acceleration records at gauge points from shaking table testing of a 12-story reinforced concrete frame model are taken to validate the proposed approaches.The results show that the proposed approaches based on HHT for modal parameter identifi cation and damage diagnosis are reliable and practical. 相似文献
925.
The last decade or so has seen the development of refined performance-based earthquake engineering(PBEE) approaches that now provide a framework for estimation of a range of important decision variables,such as repair costs,repair time and number of casualties. This paper reviews current tools for PBEE,including the PACT software,and examines the possibility of extending the innovative displacement-based assessment approach as a simplified structural analysis option for performance assessment. Details of the displacement-based s+eismic assessment method are reviewed and a simple means of quickly assessing multiple hazard levels is proposed. Furthermore,proposals for a simple definition of collapse fragility and relations between equivalent single-degree-of-freedom characteristics and multi-degree-of-freedom story drift and floor acceleration demands are discussed,highlighting needs for future research. To illustrate the potential of the methodology,performance measures obtained from the simplified method are compared with those computed using the results of incremental dynamic analyses within the PEER performance-based earthquake engineering framework,applied to a benchmark building. The comparison illustrates that the simplified method could be a very effective conceptual seismic design tool. The advantages and disadvantages of the simplified approach are discussed and potential implications of advanced seismic performance assessments for conceptual seismic design are highlighted through examination of different case study scenarios including different structural configurations. 相似文献
926.
This article extends a signal-based approach formerly proposed by the authors, which utilizes the fractal dimension of time frequency feature(FDTFF) of displacements, for earthquake damage detection of moment resist frame(MRF), and validates the approach with shaking table tests. The time frequency feature(TFF) of the relative displacement at measured story is defined as the real part of the coefficients of the analytical wavelet transform. The fractal dimension(FD) is to quantify the TFF within the fundamental frequency band using box counting method. It is verified that the FDTFFs at all stories of the linear MRF are identical with the help of static condensation method and modal superposition principle, while the FDTFFs at the stories with localized nonlinearities due to damage will be different from those at the stories without nonlinearities using the reverse-path methodology. By comparing the FDTFFs of displacements at measured stories in a structure, the damage-induced nonlinearity of the structure under strong ground motion can be detected and localized. Finally shaking table experiments on a 1:8 scale sixteen-story three-bay steel MRF with added frictional dampers, which generate local nonlinearities, are conducted to validate the approach. 相似文献
927.
928.
929.
对煤矿长斜井盾构机(tunnel boring machine,TBM)施工的风险因素进行了识别,建立了二层次的风险评估指标体系,并确定了风险等级分类标准,利用熵权法确定风险指标的权向量,进而建立了基于集对分析法的煤矿长斜井TBM施工同异反评估模型。在此基础上利用偏联系数的理论确定了文中五元偏联系数的计算方法,根据改进的集对势理论给出风险趋势的预测方法。利用该模型对台格庙矿区煤矿长斜井(1#、2#实验井)TBM施工风险进行了评估与趋势预测。研究表明该模型与方法在煤矿长斜井TBM施工风险分析中是有效的、实用的,可为煤矿长斜井TBM施工风险分析与预测提供一种新的途径。 相似文献
930.
一种激光收敛测量方法及其精度评估 总被引:1,自引:0,他引:1
结合传统收敛测量和全站仪测量两种测量方法的优势,提出了一种新的收敛测量方法。传统收敛测量方法存在着操作要求高,施工干扰多,不易长期监测等缺点;全站仪测量方法由于采用间接测量策略,测点间的距离需要进行解算,施测精度较低。新方法延用了全站仪测量方法所采用的激光测距技术,同时也延用了传统收敛测量方法采用的直接测量距离策略。借助于目前市场上成熟的激光测距产品,研制和加工了新方法所需的测量装置。它由5个部分组成,依次为激光测距仪、测距仪底座、测量基点连杆、连接套筒、测量基座。按照一定的实施步骤,在程潮铁矿采空区的地面隧道进行了测量精度在现场工程环境下的试验评估。试验结果表明,新方法的成本低廉、操作简捷、稳定性好,施测精度可达到0.7 mm,有利于收敛监测在地下工程建设过程中的普及应用。 相似文献