全文获取类型
收费全文 | 185篇 |
免费 | 22篇 |
国内免费 | 1篇 |
专业分类
测绘学 | 9篇 |
大气科学 | 7篇 |
地球物理 | 95篇 |
地质学 | 49篇 |
海洋学 | 14篇 |
天文学 | 30篇 |
自然地理 | 4篇 |
出版年
2023年 | 1篇 |
2022年 | 5篇 |
2021年 | 6篇 |
2020年 | 8篇 |
2019年 | 3篇 |
2018年 | 11篇 |
2017年 | 6篇 |
2016年 | 12篇 |
2015年 | 13篇 |
2014年 | 10篇 |
2013年 | 19篇 |
2012年 | 11篇 |
2011年 | 15篇 |
2010年 | 12篇 |
2009年 | 17篇 |
2008年 | 11篇 |
2007年 | 6篇 |
2006年 | 9篇 |
2005年 | 6篇 |
2004年 | 1篇 |
2003年 | 2篇 |
2002年 | 5篇 |
2001年 | 3篇 |
2000年 | 1篇 |
1999年 | 2篇 |
1998年 | 2篇 |
1996年 | 2篇 |
1995年 | 1篇 |
1993年 | 1篇 |
1992年 | 2篇 |
1990年 | 2篇 |
1983年 | 2篇 |
1980年 | 1篇 |
排序方式: 共有208条查询结果,搜索用时 468 毫秒
31.
Francesco Marazzi Ioannis Politopoulos Alberto Pavese 《Bulletin of Earthquake Engineering》2011,9(2):623-640
This paper presents a synthesis of the activities carried out in the framework of the European project EFAST (design study
of a European Facility for Advanced Seismic Testing) to determine the general characteristics of a new European world-class
facility for earthquake testing of structures. To this end the demands for the necessary testing to support the modern seismic
engineering research have been investigated and compared to the actual capabilities of European laboratories. The outcome
is the determination of performance objectives and requirements in the gross. On the basis of the needs assessment carried
out during the first phase of the project and taking into account the technological advances in both experimental techniques
and equipment (hardware and software) for seismic testing, a modern facility for experimental seismic research should be composed,
mainly, of a high performance shaking tables array and a large reaction structure where both traditional (pseudo-static/dynamic)
and innovative testing techniques (e.g. real time hybrid testing) can be applied and combined. A tentative layout of the facility
is also proposed and issues related to the best utilization of such a laboratory are discussed. 相似文献
32.
Ioannis Rigopoulos Basilios Tsikouras Panagiotis Pomonis Konstantin Hatzipanagiotou 《Rock Mechanics and Rock Engineering》2013,46(5):1061-1072
This paper investigates the influence of the petrographic characteristics of mafic ophiolitic rocks on the initiation and propagation of microcracks during uniaxial compression. The microcrack patterns of a troctolite and a diorite, collected from the Pindos and Othrys ophiolites (Greece), respectively, were analysed. Thorough observation and quantification of microcracks before and after the uniaxial compression test were conducted. Combined fluorescent and polarised microscopy of polished thin sections, together with digital image analysis, indicated that the intragranular microcracks are the dominating crack type in both loaded and unloaded specimens, only in terms of their total number and length. On the other hand, the intergranular and transgranular cracks seem to grow more readily compared to the intragranular cracks, implying that the longer microcracks grow more extensively under stress. The orientation of most of the newly formed intragranular and transgranular microcracks is nearly parallel to the loading direction; however, some of the randomly oriented transgranular cracks have probably been formed during the propagation of intergranular cracks. In the troctolite, the frequency of the intragranular microcracks decreases in the olivine crystals after the uniaxial compression test due to their partial serpentinisation, which increases their resistance to brittle deformation. In the plagioclase crystals of the troctolite, microcracks are often oriented parallel to the cleavage planes, implying that such crystallographic orientations act as planes of weakness. On the contrary, the plagioclase crystals of the diorite are mainly crossed by randomly oriented microcracks, presumably due to their high degree of alteration. In the diorite, the evolution of microcracks is substantially controlled by the two perfect cleavages of amphibole. The failure of a rock occurs as a result of the growth, interaction and coalescence of a great number of pre-existing and newly formed intragranular and transgranular microcracks. The petrographic and microcrack analysis may assist in the selection of the most suitable rock type for various construction applications. 相似文献
33.
We study the motion of a secondary celestial body under the influence of the logarithmic corrected gravitational force of a primary one. This kind of correction was introduced by Fabris and Campos (Gen. Relativ. Gravit. 41(1):93, 2009). We derive two equations to compute the rate of change of the anomalistic period with respect to the eccentric anomaly and its total variation over one revolution. In a kinematical sense, this influence produces an apsidal motion. We perform numerical estimations for some celestial bodies. We also compare our results to those obtained by considering a Yukawa correction. 相似文献
34.
Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking 总被引:1,自引:0,他引:1
Ioannis Anastasopoulos Nikos Gerolymos Vasileios Drosos Takis Georgarakos Rallis Kourkoulis George Gazetas 《Bulletin of Earthquake Engineering》2008,6(2):213-239
Immersed tunnels are particularly sensitive to tensile and compressive deformations such as those imposed by a normal seismogenic
fault rupturing underneath, and those generated by the dynamic response due to seismic waves. The paper investigates the response
of a future 70 m deep immersed tunnel to the consecutive action of a major normal fault rupturing in an earthquake occurring
in the basement rock underneath the tunnel, and a subsequent strong excitation from a different large-magnitude seismic event
that may occur years later. Non-linear finite elements model the quasi-static fault rupture propagation through the thick
soil deposit overlying the bedrock and the ensuing interaction of the rupture with the immersed tunnel. It is shown that despite
imposed bedrock offset of 2 m, net tension or excessive compression between tunnel segments could be avoided with a suitable
design of the joint gaskets. Then, the already deformed (“injured”) structure is subjected to strong asynchronous seismic
shaking. The thick-walled tunnel is modelled as a 3-D massive flexural beam connected to the soil through properly-calibrated
nonlinear interaction springs and dashpots, the supports of which are subjected to the free-field acceleration time histories.
The latter, obtained with 1-D wave propagation analysis, are then modified to account for wave passage effects. The joints between tunnel segments are modeled with special non-linear hyper-elastic elements, properly accounting
for their 7-bar longitudinal hydrostatic pre-stressing. Sliding is captured with special gap elements. The effect of segment
length and joint properties is explored parametrically. A fascinating conclusion emerges in all analysed cases for the joints
between segments that were differentially deformed after the quasi-static fault rupture: upon subsequent very strong seismic
shaking, overstressed joints de-compress and understressed joints re-compress—a “healing” process that leads to a more uniform
deformation profile along the tunnel. This is particularly beneficial for the precariously de-compressed joint gaskets. Hence,
the safety of the immersed tunnel improves with “subsequent” strong seismic shaking! 相似文献
35.
Ioannis M. Taflampas Constantine C. SpyrakosIoannis A. Koutromanos 《Soil Dynamics and Earthquake Engineering》2009
This study presents a new definition of the strong motion duration combining the alternative bracketed and significant duration definitions. Based on the time integral of the absolute ground velocity, a new index is defined, as cumulative absolute displacement (CAD), and used to estimate the strong motion duration. The proposed bracketed-significant duration tbs is found to be well correlated with the strong motion part of the records, especially in the case of near-source events. The duration tbs and the CAD index are used to assess the anticipated structural behavior of medium–long period structures. 相似文献
36.
Ioannis F. Moschonas Andreas J. Kappos Panagiotis Panetsos Vissarion Papadopoulos Triantafyllos Makarios Pavlos Thanopoulos 《Bulletin of Earthquake Engineering》2009,7(2):439-468
This study focusses on the estimation of seismic fragility curves for all common bridge types found in modern greek motorways.
At first a classification scheme is developed in order to classify the existing bridges into a sufficient number of classes.
A total of 11 representative bridge classes resulted, based on the type of piers, deck, and pier-to-deck connection. Then
an analytical methodology for deriving fragility curves is proposed and applied to the representative bridge models. This
procedure is based on pushover analysis of the entire bridge and definition of damage states in terms of parameters of the
bridge pushover curves. The procedure differentiates the way of defining damage according to the seismic energy dissipation
mechanism in each bridge, i.e. bridges with yielding piers of the column type and bridges with bearings (with or without seismic
links) and non-yielding piers of the wall type. The activation of the abutment-backfill system due to closure of the gap between
the deck and the abutments is also taken into account. The derived fragility curves are subjected to a first calibration against
empirical curves based on damage data from the US and Japan. 相似文献
37.
Ioannis A. Daglis Georgios Balasis Natalia Ganushkina Fiori-Anastasia Metallinou Minna Palmroth Risto Pirjola Ioanna Tsagouri 《Acta Geophysica》2009,57(1):141-157
Comprehensive understanding of the dynamics of the coupled solar wind-magnetosphere-ionosphere system is of utmost interest,
both from the perspective of solar system astrophysics and geophysics research and from the perspective of space applications.
The physical processes involved in the dynamical evolution of this complex coupled system are pertinent not only for the Sun-Earth
connection, but also for major phenomena in other astrophysical systems. Furthermore, the conditions in geospace collectively
termed space weather affect the ever increasing technological assets of mankind in space and therefore need to be understood,
quantified and efficiently forecasted. The present collaborative paper communicates recent advances in geospace dynamic coupling
research through modeling, simulations and data analysis and discusses future directions. 相似文献
38.
Hot and cold deserts have been thoroughly searched for meteorites in the past decades, which has led to a large inventory of classified meteorites. H‐ and L‐chondrites are the most abundant meteorites in all collections, and many authors used the H/L ratio as a characteristic parameter in comparing meteorite populations. H/L ratios (after pairing) vary from 0.90 in observed falls up to 1.74 in El Médano (Atacama Desert). In this study, we investigate the H/L ratio of 965 unpaired H‐ and L‐chondrites collected in Oman and compare this population with observed falls and other hot desert collections. We find a mass dependence of the H/L ratio among hot desert finds and identify mechanisms such as fragmentation during weathering and fall that have an impact on the H/L ratio. We employ the Kolmogorov–Smirnov and Mann–Whitney U statistical tests to compare the mass distributions of H‐ and L‐chondrites and to test the relationship between the similarity of mass distributions and the H/L ratio. We conclude that the variations of the H/L ratios observed in various populations are a sampling artifact resulting from secondary effects and observational bias, expressed in differences of the H and L mass distributions which are not observed in falls, and not due to variations in H/L of the meteorite flux. The H/L ratio of 0.90 observed among recent falls is considered as most representative for the overall meteorite flux, at least since the Late Pleistocene. 相似文献
39.
A finite differences formulation for the linear and nonlinear dynamics of 2D catenary risers 总被引:1,自引:0,他引:1
A finite differences (FD) solution method is proposed for the numerical treatment of the dynamic equilibrium problem of 2D catenary risers. The method is based on the so-called Box approximation, which in the scope of the present contribution is applied to the complete nonlinear model as well as to the reduced linearized formulation. The application of the Box method transforms the original governing systems into convenient sets of algebraic equations, which in turn are solved efficiently by the relaxation method. Extensive numerical calculations are presented that describe the dynamic behaviour of the structure and evaluate the amplification in loading due to the dynamic components. The effect of the geometric nonlinearities is assessed through comparative calculations that concern both mathematical formulations examined in the present, i.e. the complete nonlinear, and the reduced linearized model. Special attention is paid to the heave excitations as they amplify significantly the magnitudes of the loading components. 相似文献
40.
Masonry is a two-phase composite material formed by regularly distributed bricks and mortar. The homogenization procedure
followed here extends the 2D approach of Sulem and Mühlhaus (Mech Cohesive Frict Mater 2:31–46, 1997) and leads to an anisotropic 3D Cosserat continuum. The enriched kinematics of the Cosserat continuum allows us to model
microelement systems undergoing in-plane and out-of-plane rotations. The domain of validity of the derived Cosserat continuum
is discussed by comparing the dispersion function of the discrete system of blocks with the continuous one and is found to
be in good agreement. 相似文献