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221.
京珠高速公路粤境小塘至甘塘段20m以上高度的煤系地层路堑边坡共计11处。岩层以全—强风化层为主,厚度20~40m,其物理力学性质大大降低,边坡可能发生平面破坏和圆弧破坏等2种破坏模式。部分地下水水质中SO2-4含量大于200mg l,具有强烈的硫酸盐侵蚀性。边坡防治对策应在详细勘察工程地质、水文地质的基础上,合理选用设置山坡截水沟、平台截水沟、泄水洞、边坡渗沟、排水仰孔等防、排水措施,减少地表水渗入坡体,疏干边坡表层地下水。  相似文献   
222.
研究发现三马坊水温对应某些构造带上的地震,其前兆异常有相似性和重复性特征.对应北西向张渤构造带上的地震,其前兆异常形态为突降型,对应东西向阴山-燕山构造带上的地震,其前兆异常形态为上升型,表明水温前兆异常的相似性和重复性特征受活动性构造体系所控制.深入研究三马坊水温前兆异常特征与活动构造带间的关系,可能是突破该地区地震短临预报的有效途径.  相似文献   
223.
40~30ka B.P.中国暖湿气候和海侵的特征与成因探讨   总被引:30,自引:0,他引:30       下载免费PDF全文
40~30kaB.P.相当于末次冰期(75~10kaB.P.)中的大间冰阶或海洋氧同位素第3阶段的晚期(MIS3a),已有测年记录的冰芯、湖泊沉积、孢粉与古生物、黄土与沙漠地区古土壤、石灰岩洞穴中石笋、古河道沉积、滨海地区海相沉积等7种记录指示我国各区域的湿润程度即降水量高于现代,青藏高原和西北地区尤为显著.西部和华南地区的温度明显高于现代,但较多的孢粉研究者认为东北、华北和长江流域的温度略低于现代.降水量的增加对内陆水系的合并和外流的黄河和长江流域等产生重大影响.渤海西侧、长江三角洲南北与珠江三角洲南部出现重大海侵,当时海平面高度仅低于现代海平面8~10m.当时暖湿气候与海侵的主要动力是岁差周期导致的中、低纬度太阳高辐射所提供的热力促使冰盖消融萎缩,海洋扩涨,青藏高原热低压增强,吸引季风降水,中、低纬度区海洋加热蒸发,增强夏季风与西风环流的水汽含量导致我国全境暖湿.高分辨率的西昆仑山古里雅冰芯记录和南京汤山洞穴石笋记录表明气候有许多百年级高频振荡波动,不是稳定暖湿,要作更深入研究才能说明其表现和影响.  相似文献   
224.
海底MT信号采集电路的设计   总被引:11,自引:0,他引:11  
设计海底大地电磁信号采集电路,需考虑海底信号特征、海上作业以及海底环境等各种因素。分析表明,除遵循电路设计的一般原则外,海底大地电磁测量要重点解决微弱信号检测、智能化数据采集、海底环境监测和同步记录等4个方面的问题。在设计方案中,电路灵敏度达到微伏级;使用嵌入式计算机实现采集控制;对方位、倾斜、振动、温度等参数进行巡回记录;仪器的时钟精度精准到微秒。所研制的电路经过了室内模拟测试和海洋试验。首次采集到中国海域的大地电磁数据。  相似文献   
225.
地球深部物质的某些物性测量方法研究   总被引:8,自引:1,他引:8  
文中介绍了地球深部物质实验室近 2 0年来开展高温高压下地球深部物质物性实验研究过程中 ,在测量方法方面的进步和应用情况。这些测量方法包括了高温、高压下弹性的超声测量方法、高温高压下电性的测量方法、高压差热分析法和高压下热学Gr櫣neisen参数的测量方法诟呶赂哐瓜卵沂涂笪锏牡猿饬恐?,我们由超声脉冲透射方法改进为超声脉冲透射反射法 ,克服了样品室中压力和温度梯度对样品的影响。在高温高压下岩石和矿物的电学性质测量中 ,我们由直流法发展为阻抗谱法 ,不仅克服了样品极化对测量结果的影响 ,还可以获得离子在溶液中的多种物理化学参数 ,以及监测含水矿物在高温高压下的脱水动力学特征。在固体传压介质中建立的高压热学Gr櫣neisen参数的测量方法 ,由于升压速率比较小且叶蜡石在高压下的热导系数增大 ,其测量结果需要进行校正 ,其测量方法有待进一步改进。  相似文献   
226.
分析了天水台数字深井水温资料在陕西石泉ML4.7级地震前的异常特征,发现在震前5天内深井水温发生大幅度的降升变化,呈负脉冲形态,表现为典型的脉冲型前兆异常形态特征。  相似文献   
227.
Individual based simulations of population dynamics require the availability of growth models with adequate complexity. For this purpose a simple-to-use model (non-linear multiple regression approach) is presented describing somatic growth and reproduction of Daphnia as a function of time, temperature and food quantity. The model showed a good agreement with published observations of somatic growth (r2 = 0.954, n = 88) and egg production (r2 = 0.898, n = 35). Temperature is the main determinant of initial somatic growth and food concentration is the main determinant of maximal body length and clutch size. An individual based simulation was used to demonstrate the simultaneous effects of food and temperature on the population level. Evidently, both temperature and food supply affected the population growth rate but at food concentrations above approximately 0.4 mg Cl−1 Scenedesmus acutus temperature appeared as the main determinant of population growth.

Four simulation examples are given to show the wide applicability of the model: (1) analysis of the correlation between population birth rate and somatic growth rate, (2) contribution of egg development time and delayed somatic growth to temperature-effects on population growth, (3) comparison of population birth rate in simulations with constant vs. decreasing size at maturity with declining food concentrations and (4) costs of diel vertical migration. Due to its plausible behaviour over a broad range of temperature (2–20 °C) and food conditions (0.1–4 mg Cl−1) the model can be used as a module for more detailed simulations of Daphnia population dynamics under realistic environmental conditions.  相似文献   

228.
From April 1997 to June 1998 Nemurella pictetii populations were regularly sampled in two springstreams at 220 and 850 m a.s.l., respectively, in Hesse (Germany), at approximately 51°N. Random samples of larvae were taken at three week intervals during the vegetation period, and once a month during winter. Sex, instar, body length, head capsule width and wing pad length of all larvae were recorded. Temperatures were recorded every hour, temporal patterns of temperature agreed closely between sites. Mean winter lows were 3.9 °C at both sites, the mean summer high was 11.9 °C at the lower site, as opposed to 9.6 °C at the mountain site.At both sites, adult emergence started in May. At the mountain site, recruitment started in late July and continued into autumn. There was cohort splitting in the young generation. Some individuals grew rapidly until October–November, but last instar larvae first appeared in March the next year. 1600 degree-days above 0 °C were accumulated during complete development. At the lower site, recruitment began in early July, and cohort splitting also occurred. Fast growing summer recruits emerged as adults in late August, having accumulated only 700 degree-days (above 0 °C). Their offspring hatched in November-December and emerged the next spring, having accumulated also only 700 degree-days. However, only part of the population was bivoltine. Many of the summer recruits grew more slowly and accumulated close to 1900 degree days until they emerged the next spring, together with the offspring of their own fast-growing siblings. Dependence of growth rate on temperature could not be estimated and appears to vary with daylength. For example, 3–6 °C support growth and development provided daylength exceeds 10 hrs of light, or is rising.At both sites and in all cohorts individuals emerging earliest were larger than later emerging ones. The size decline is significantly correlated with number of days after the winter solstice. For the first time it is shown that the decline does not occur shortly before adult emergence but actually takes place several instars before the last. Size differences are then carried on, and amplified, during subsequent molts, until adulthood. The literature presently relates seasonal size declines of insects to high or rising temperatures experienced by larvae approaching adulthood. Our data show that, at least in Nemurella, this explanation fails. On average, females were distinctly larger than males. Differences in mean last instar size were noticed also between sites and years. They remain presently unexplained. The mean sex ratio in both populations was close to 1:1.  相似文献   
229.
The accurate analysis of the response of isolated structures requires the application of appropriate models of isolation devices. The purpose of this paper is to analyse a nonlinear strain rate dependent model of a high damping rubber bearing which simulates the horizontal behaviour of the device under specified vertical load using a nonlinear elastic spring-dashpot element. The effectiveness of the model is checked by fitting the experimental data concerning three different rubber bearings. The results of the study show that the model can simulate the bearing behaviour over a wide shear strain range with small simulation errors. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   
230.
This paper concerns the seismic response of structures isolated at the base by means of High Damping Rubber Bearings (HDRB). The analysis is performed by using a stochastic approach, and a Gaussian zero mean filtered non‐stationary stochastic process is used in order to model the seismic acceleration acting at the base of the structure. More precisely, the generalized Kanai–Tajimi model is adopted to describe the non‐stationary amplitude and frequency characteristics of the seismic motion. The hysteretic differential Bouc–Wen model (BWM) is adopted in order to take into account the non‐linear constitutive behaviour both of the base isolation device and of the structure. Moreover, the stochastic linearization method in the time domain is adopted to estimate the statistical moments of the non‐linear system response in the state space. The non‐linear differential equation of the response covariance matrix is then solved by using an iterative procedure which updates the coefficients of the equivalent linear system at each step and searches for the solution of the response covariance matrix equation. After the system response variance is estimated, a sensitivity analysis is carried out. The final aim of the research is to assess the real capacity of base isolation devices in order to protect the structures from seismic actions, by avoiding a non‐linear response, with associated large plastic displacements and, therefore, by limiting related damage phenomena in structural and non‐structural elements. In order to attain this objective the stochastic response of a non‐linear n‐dof shear‐type base‐isolated building is analysed; the constitutive law both of the structure and of the base devices is described, as previously reported, by adopting the BWM and by using appropriate parameters for this model, able to suitably characterize an ordinary building and the base isolators considered in the study. The protection level offered to the structure by the base isolators is then assessed by evaluating the reduction both of the displacement response and the hysteretic dissipated energy. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   
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