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111.
Hysteretic energy dissipation in a structure during an earthquake is the key factor, besides maximum displacement, related to the amount of damage in it. This energy demand can be accurately computed only through a nonlinear time‐history analysis of the structure subjected to a specific earthquake ground acceleration. However, for multi‐story structures, which are usually modeled as multi‐degree of freedom (MDOF) systems, this analysis becomes computation intensive and time consuming and is not suitable for adopting in seismic design guidelines. An alternative method of estimating hysteretic energy demand on MDOF systems is presented here. The proposed method uses multiple ‘generalized’ or ‘equivalent’ single degree of freedom (ESDOF) systems to estimate hysteretic energy demand on an MDOF system within the context of a ‘modal pushover analysis’. This is a modified version of a previous procedure using a single ESDOF system. Efficiency of the proposed procedure is tested by comparing energy demands based on this method with results from nonlinear dynamic analyses of MDOF systems, as well as estimates based on the previous method, for several ground motion scenarios. Three steel moment frame structures, of 3‐, 9‐, and 20‐story configurations, are selected for this comparison. Bias statistics that show the effectiveness of the proposed method are presented. In addition to being less demanding on the computation time and complexity, the proposed method is also suitable for adopting in design guidelines, as it can use response spectra for hysteretic energy demand estimation. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献
112.
在我国烈度表中提到的房屋指的是未经过抗震设计或加固的单层或数层的砖混和砖木房屋.但是随着我国经济的发展,这类房屋的数量在逐渐减少,能够根据抗震设防房屋的破坏情况进行烈度评定对目前的地震现场工作具有重要意义.本文通过震害矩阵和平均震害指数的关系,尝试利用框架结构和砖混结构的震害矩阵得到设防烈度——震害指数的拟合关系,建立不同抗震设防水准的框架结构和砖混结构的烈度评定标准,并利用近年来9次中国大陆地震的烈度评定结果对该评定标准进行验证.本文评定的结果与这些地震现场评定结果基本一致.本研究结果可作为在我国抗震设防地区利用多种结构形式的建筑物破坏情况进行烈度评定的依据 相似文献
113.
场地震害预测需要考虑区域地震地质背景和具体的场地条件本史分析了抚顺钢厂场地对震害有影响的各个因素,并利用模糊数学的方法划分出强、中、弱三种场地类型.研究结果表明.钢厂的场地大部分是好的和比较好的. 相似文献
114.
115.
Hwong-wen Ma 《Stochastic Environmental Research and Risk Assessment (SERRA)》2000,14(3):195-206
The selection of optimal management strategies for environmental contaminants requires detailed information on the risks
imposed on populations. These risks are characterized by both inter-subject variability (different individuals having different
levels of risk) and by uncertainty (there is uncertainty about the risk associated with the Yth percentile of the variability distribution). In addition, there is uncertainty introduced by the inability to agree fully
on the appropriate decision criteria. This paper presents a methodology for incorporating uncertainty and variability into
a multi-medium, multi-pathway, multi-contaminant risk assessment, and for placing this assessment into an optimization framework
to identify optimal management strategies. The framework is applied to a case study of a sludge management system proposed
for North Carolina and the impact of stochasticity on selection of an optimal strategy considered. Different sets of decision
criteria reflecting different ways of treating stochasticity are shown to lead to different selections of optimal management
strategies. 相似文献
116.
Earthquake early warning systems (EEWS) seem to have potential as tools for real‐time seismic risk management and mitigation. In fact, although the evacuation of buildings requires warning time not available in many urbanized areas threatened by seismic hazard, they may still be used for the real‐time protection of critical facilities using automatic systems in order to reduce the losses subsequent to a catastrophic event. This is possible due to the real‐time seismology, which consists of methods and procedures for the rapid estimation of earthquake features, as magnitude and location, based on measurements made on the first seconds of the P‐waves. An earthquake engineering application of earthquake early warning (EEW) may be intended as a system able to issue the alarm, if some recorded parameter exceeds a given threshold, to activate risk mitigation actions before the quake strikes at a site of interest. Feasibility analysis and design of such EEWS require the assessment of the expected loss reduction due to the security action and set of the alarm threshold. In this paper a procedure to carry out these tasks in the performance‐based earthquake engineering probabilistic framework is proposed. A merely illustrative example refers to a simple structure assumed to be a classroom. Structural damage and non‐structural collapses are considered; the security action is to shelter occupants below the desks. The cost due to a false alarm is assumed to be related to the interruption of didactic activities. Results show how the comparison of the expected losses, for the alarm‐issuance and non‐issuance cases, allows setting the alarm threshold on a quantitative and consistent basis, and how it may be a tool for the design of engineering applications of EEW. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
117.
Robin Spence 《Bulletin of Earthquake Engineering》2007,5(2):139-251
This paper will look at what we have and have not achieved in reducing the risks to human life from earthquakes in the last
50 years. It will review how success has been achieved in a few parts of the world, and consider what needs to be done by
the scientific and engineering community globally to assist in the future task of bringing earthquake risks under control.
The first part of the talk will re-examine what we know about the casualties from earthquakes in the last 50 years. Almost
80% of about 1 million deaths turn out to have been caused by just ten great earthquakes, together affecting a tiny proportion
of the territory at risk from heavy ground shaking. The disparity between richer and poorer countries is also evident, not
only in fatality rates, but also in their rates of change. But the existing casualty database turns out to be a very poor
basis for observing such differences, not only because of the small number of lethal events, but also because of the very
limited data on causes of death, types and causes of injury. These have been examined in detail in only a few, recent events.
All that can be said with certainty is that a few wealthier earthquake-prone countries or regions have made impressive progress
in reducing the risk of death from earthquakes, while most of the rest of the world has achieved comparatively little, and
in some areas the problem has become much worse. The second part of the paper looks in more detail at what has been achieved
country-by-country. Based on a new expert-group survey of key individuals involved in earthquake risk mitigation, it will
examine what are perceived to be the successes and failures of risk mitigation in each country or group of countries. This
survey will be used to highlight the achievements of those countries which have successfully tackled their earthquake risk;
it will examine the processes of earthquake risk mitigation, from campaigning to retrofitting, and it will consider to what
extent the achievement is the result of affluence, scientific and technical activity, political advocacy, public awareness,
or the experience of destructive events. It will ask to what extent the approaches pioneered by the global leaders can be
adopted by the rest. The final section of the talk will argue that it can be useful to view earthquake protection activity
as a public health matter to be advanced in a manner similar to globally successful disease-control measures: it will be argued
that the key components of such programmes—building in protection; harnessing new technology and creating a safety culture—must
be the key components of earthquake protection strategies also. It will consider the contribution which the scientific and
engineering community can make to bringing down today’s unacceptably high global earthquake risk. It will be suggested that
this role is wider than commonly understood and needs to include:
Building-in protection
Harnessing new technologies
Creating a safety culture
Examples of some of these actions will be given. International collaboration is essential to ensure that the resources and
expertise available in the richer countries is shared with those most in need of help. And perhaps the most important single
task for the engineering community is work to counter the widespread fatalistic attitude that future earthquakes are bound
to be at least as destructive as those of the past. 相似文献
• | Improving and simplifying information available for designers and self-builders of homes and infrastructure. |
• | Devising and running “building for safety” programmes to support local builders. |
• | Developing and testing cost-effective techniques for new construction and retrofit. |
• | Involvement in raising public awareness. |
• | Political advocacy to support new legislation and other actions. |
• | Prioritising action on public buildings, especially schools and hospitals. |
118.
Evaluation of a recently proposed record selection and scaling procedure for low‐rise to mid‐rise reinforced concrete buildings and its use for probabilistic risk assessment studies 下载免费PDF全文
This paper evaluates a recent record selection and scaling procedure of the authors that can determine the probabilistic structural response of buildings behaving either in the elastic or post‐elastic range. This feature marks a significant strength on the procedure as the probabilistic structural response distribution conveys important information on probability‐based damage assessment. The paper presents case studies that show the utilization of the proposed record selection and scaling procedure as a tool for the estimation of damage states and derivation of site‐specific and region‐specific fragility functions. The method can be used to describe exceedance probabilities of damage limits under a certain target hazard level with known annual exceedance rate (via probabilistic seismic hazard assessment). Thus, the resulting fragility models can relate the seismicity of the region (or a site) with the resulting building performance in a more accurate manner. Under this context, this simple and computationally efficient record selection and scaling procedure can be benefitted significantly by probability‐based risk assessment methods that have started to be considered as indispensable for developing robust earthquake loss models. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
119.
120.
Seismic performance of a three-storey unreinforced masonry building which survived the 1992 Erzincan earthquake without damage is evaluated. Mechanical properties of the masonry walls have been determined experimentally by using identical brick and mortar used in construction. An accurate material model is developed for masonry and employed in a computer program for the non-linear dynamic analysis of masonry buildings. The analytical results based on measured material properties indicated that masonry buildings which satisfy basic seismic code requirements possess remarkable lateral strength, stiffness and energy dissipation capacity. Accordingly, a simple elastic design approach is rendered suitable for unreinforced masonry under seismic excitations, provided that realistic material properties are employed in design. 相似文献