全文获取类型
收费全文 | 507篇 |
免费 | 59篇 |
国内免费 | 23篇 |
专业分类
测绘学 | 23篇 |
大气科学 | 41篇 |
地球物理 | 119篇 |
地质学 | 115篇 |
海洋学 | 245篇 |
天文学 | 16篇 |
综合类 | 27篇 |
自然地理 | 3篇 |
出版年
2021年 | 1篇 |
2020年 | 1篇 |
2018年 | 2篇 |
2017年 | 2篇 |
2016年 | 4篇 |
2015年 | 2篇 |
2014年 | 3篇 |
2013年 | 4篇 |
2012年 | 1篇 |
2011年 | 22篇 |
2010年 | 27篇 |
2009年 | 15篇 |
2008年 | 5篇 |
2007年 | 4篇 |
2006年 | 10篇 |
2005年 | 19篇 |
2004年 | 64篇 |
2003年 | 40篇 |
2002年 | 22篇 |
2001年 | 26篇 |
2000年 | 7篇 |
1999年 | 22篇 |
1998年 | 29篇 |
1997年 | 46篇 |
1996年 | 24篇 |
1995年 | 26篇 |
1994年 | 17篇 |
1993年 | 38篇 |
1992年 | 31篇 |
1991年 | 34篇 |
1990年 | 6篇 |
1989年 | 9篇 |
1988年 | 9篇 |
1987年 | 1篇 |
1983年 | 1篇 |
1981年 | 1篇 |
1980年 | 1篇 |
1979年 | 1篇 |
1977年 | 3篇 |
1976年 | 3篇 |
1973年 | 1篇 |
1970年 | 1篇 |
1967年 | 3篇 |
1952年 | 1篇 |
排序方式: 共有589条查询结果,搜索用时 15 毫秒
111.
Chen Tieyun Liu Pu Wang Deyu Professor Shanghai Jiaotong University Shanghai . Postdoctor Shanghai Jiaotong University Shanghai 《中国海洋工程》1994,(3)
-A ring model is developed to investigate the ultimate strength of tubular X and XX joints in the case that the brace is compressed. In the present analysis, the tubular joint is made of elasto-perfectly-plastic material, and the arch element of the chord section intersecting with the brace is assumed to be rigid. It is found that when 6 plastic hinges for X joint and 8 plastic hinges Tor XX joint appear in the ring, the limit state is reached, and by means of the equivalent ring width Be formula proposed in a previous paper by the authors, the ultimate strength of tubular X and XX joints subjected to compression can be obtained. 相似文献
112.
Mao Fangguan Lu Shunchang Luo Ruiren
Senior Engineer Naval Medical Research Institute P. L. A. of China Shanghai Senior Engineer Navigation Guarantee 《中国海洋工程》1995,(4)
The Diver Gas Recovery Installation (DGRI) was evaluated at 80 msw saturation - 100 msw excursion diving on HeO2 in the Naval Medical Research Institute (NMRI) of China in April, 1995. The diving depth, lockout time, breathing gas flow rate and consumption, inspired oxygen partial pressure (PO2) and carbon dioxide partial pressure (PCO2) were monitored. The results indicated that PO2 was controlled to fluctuate from 64.3 to 84.0 kPa and PCO2 went up from 0.01 kPa up to O.I kPa during 4 hours excursion diving; recovery of breathing gas reached 95%; three divers felt well and breathed comfortably during simulating heavy work. The test showed that it met desired performance goals. The DGRI is a kind of important equipment for long duration deep dive. It enables the gases exhaled by the divers to be re-cycled, and therefore it has great social, military and economic significance for diving operation and submarine rescue. 相似文献
113.
Lin Zhongqin Shen Huishen Chen Tieyun Dr. Associate Professor Dept. of Mechanical Eng. Shanghai Jiao Tong University Shanghai Professor Dept. of Civil Engineering Shanghai Jiao Tong University Shanghai Professor Dept. of Naval Arch and Ocean Eng. Shanghai Jiao Tong University Shanghai 《中国海洋工程》1993,(1)
The buckling propagation in marine pipelines is studied by means of the cylindrical shell model in this paper. Several parameters including geometrical parameter D/ T, L/ D, physical parameter E and σy are discussed. The computed results are compared with the available experimental data and other computed results, it is found that the present results are closer to the experimental results than other computed results. 相似文献
114.
Crack detection procedures by different modal parameters are analyzed for identitying a crack and its location and magnitude in a jacket plafform. The first ten natural frequencies and modal shapes of the jacket models are obtained by numerical experiments based on NASTRAN Code. A crack at different locations and of different magnitudes is imposed in the model at the underwater beams. Then, the modal evaluation parameters are calculated numerically, to illustrate the evaluation of modal parameter criteria used in jacket crack detection. The sensitivities of different modal parameters to different cracks are analyzed. A new technique is presented for predicting the approximate location of a breakage in the absence of the data of an intact model. This method can be used to detect a crack in underwater menbers by use of incomplete mode shapes of the top members of the jacket. 相似文献
115.
Underwater Explosion Treatment of Marine Soft Foundation 总被引:11,自引:0,他引:11
Zheng Zhemin Yang Zhengsheng Jin Liu
Professor Academician of Chinese Academy of Sciences Director of Mechanics Institute of Chinese Academy of Sciences Beijing
Professor Mechanics Institute of Chinese Academy of Sciences Beijing Senior Engineer Lianyungang Harbor Construction Command Post Lianyungang Province of Jiangsu 《中国海洋工程》1991,(2)
The consolidation of soft foundation is a problem that commonly appears in harbor construction engineering on muddy coast. Introduced in this paper is the experimental study on underwater explosion treatment of soft foundation, including the regulations of explosion hollow development and medium movement, the law of similarity of densification and settlement of filled stone mass by shock wave pressure and explosion energy and their construction technologies, etc. A number of projects have been completed by applying this new technique, and the technique itself has been proved practicable. 相似文献
116.
Mai Yuanjian
Senior Engineer the th Harbour Engineering Bureau The Ministry of Communications of P. R. China Guangzhou 《中国海洋工程》1997,(2)
Based on statistics and analysis of the safety factor of unstable bank slopes,the relation be-tween safety level and reliability index of stability is studied and discussed,and then the elementary cali-brating calculation is carried out to the levels of safety and reliability for bank slope stability in the rangeof safety factors stipulated in existing China Technical Specifications for Port Engineering—FoundationPart(1987)and to those reached by some stable bank slopes already built.The results show that the relia-bility index β in the effective stress method is able to reach a high value of 2.4~4.1(mid-value 3.25),while the value of β in other three kinds of total stress method can just reach a lower value of 0.5~2.8(mid-value 1.65),which are in conformity with the engineering experience in China,and thus acceptable.Some suggestions are also given in this paper to the adoption of the value of β_0—objective reliability indexfor bank slope stability. 相似文献
117.
Zuo Qihua Yao Guoquan
Ding Bingcan Senior Engineer Nanjing Hydraulic Research Institute Nanjing Engineer Nanjing Hydraulic Research Institute Nanjing 《中国海洋工程》1993,(1)
- This paper considers the effects of wave energy dissipation induced by sea-bottom friction on the computational results of water wave refraction and diffraction with the parabolic equation method. The presented results show that the friction factor formula adopted in this paper is of higher numerical accuracy than that introduced by Dalrymphe (1984), and it can be used to compute wave propagation over large open areas. 相似文献
118.
Shen Xianrong
Engineer Zhejiang Provincial Design Institute of Communications Hangzhou 《中国海洋工程》1995,(4)
Wave formulae derived from the dispersion relation for cnoidal waves are used to find an analytical solution to the problem of nearshore wave height variation on a simple topography, i. e., with an incrementally constant slope. The solution accounts for shoaling, frictional dissipation and will be sufficiently accurate for practical purposes considering the simplified assumptions which are necessary for the treatment of this problem by any method. 相似文献
119.
Zhou Xireng Duan Xudong Sang Xuezhu Zhang Rui Dai Jialu Professor Tianjin University Tianjin
Engineer Xiamen Port Office Fujian
Lecturer Tianjin University Tianjin
Senior Engineer Tianjin Port Office Tianjin 《中国海洋工程》1992,(2)
A method of coupled BEM-FEM analysis for the elastic spatial structure system is presented. It can be applied to the calculation of the stress and deformation of the large-diamater cylinder structure system and it is suitable for symmetric or non-symmetric structures under the distributed or concentrated load. Numerical examples show that the proposed method and computer program BEFEM are quite efficient in the analysis of the large-diameter cylinder structure problems in ocean engineering. 相似文献
120.
Simulation of the Whole Process of Ship-Bridge Collision 总被引:6,自引:0,他引:6