標(biāo)題: Titlebook: Boundary Element Methods for Soil-Structure Interaction; W. S. Hall,G. Oliveto Book 2003 Springer Science+Business Media Dordrecht 2003 Fu [打印本頁(yè)] 作者: intensify 時(shí)間: 2025-3-21 18:46
書目名稱Boundary Element Methods for Soil-Structure Interaction影響因子(影響力)
書目名稱Boundary Element Methods for Soil-Structure Interaction影響因子(影響力)學(xué)科排名
書目名稱Boundary Element Methods for Soil-Structure Interaction網(wǎng)絡(luò)公開度
書目名稱Boundary Element Methods for Soil-Structure Interaction網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Boundary Element Methods for Soil-Structure Interaction被引頻次
書目名稱Boundary Element Methods for Soil-Structure Interaction被引頻次學(xué)科排名
書目名稱Boundary Element Methods for Soil-Structure Interaction年度引用
書目名稱Boundary Element Methods for Soil-Structure Interaction年度引用學(xué)科排名
書目名稱Boundary Element Methods for Soil-Structure Interaction讀者反饋
書目名稱Boundary Element Methods for Soil-Structure Interaction讀者反饋學(xué)科排名
作者: 圍裙 時(shí)間: 2025-3-21 22:03 作者: depreciate 時(shí)間: 2025-3-22 00:59
Boundary Element Methods for Soil-Structure Interaction作者: Decline 時(shí)間: 2025-3-22 07:19 作者: 秘傳 時(shí)間: 2025-3-22 12:08
Book 2003 Soil-Structure Interaction. Dynamic Soil-Structure Interaction is prominent in Earthquake Engineering problems. The complexity of the problem, due also to its multidisciplinary nature and to the fact of having to consider bounded and unbounded media of different mechanical characteristics, requires作者: 嚴(yán)厲譴責(zé) 時(shí)間: 2025-3-22 16:37 作者: 油氈 時(shí)間: 2025-3-22 17:23 作者: habile 時(shí)間: 2025-3-22 23:35 作者: 艦旗 時(shí)間: 2025-3-23 04:26
2 The neutron as an elementary particle,gularity is active, the numerical evaluation of the double surface integrals is carried out by using special integration schemes which exploit regularizing coordinate transformations. The performance of the method is assessed by solving some example problems involving cracks in unbounded domains and edge cracks in finite bodies.作者: HAVOC 時(shí)間: 2025-3-23 05:37 作者: KIN 時(shí)間: 2025-3-23 09:59 作者: COM 時(shí)間: 2025-3-23 16:38
2 The neutron as an elementary particle, is very high, it is believed that the one-dimensional theory is sufficient to explain the amplification patterns. Although this is true for many sites, results from accelerometric data suggest that two-and three-dimensional models are needed to explain the amplification behaviour at other sites, particularly near the borders of the valley.作者: transdermal 時(shí)間: 2025-3-23 21:39 作者: intercede 時(shí)間: 2025-3-23 23:14 作者: 為寵愛 時(shí)間: 2025-3-24 04:05
https://doi.org/10.1007/0-306-48387-4Fundament; Vibration; calculus; chaos; finite element method; geometry; mechanics; model; transformation作者: ARK 時(shí)間: 2025-3-24 08:05
978-90-481-6295-6Springer Science+Business Media Dordrecht 2003作者: 不公開 時(shí)間: 2025-3-24 10:57 作者: cardiopulmonary 時(shí)間: 2025-3-24 15:45 作者: nitric-oxide 時(shí)間: 2025-3-24 22:19 作者: Soliloquy 時(shí)間: 2025-3-25 03:12
BEM for Crack DynamicsIn this Chapter the modern application of the boundary element method to crack problems in dynamic fracture mechanics is reviewed. Dual boundary formulations are presented for the time domain, Laplace transform and dual reciprocity methods. The three approaches are applied to mixed mode two- dimensional and three-dimensional crack problems.作者: pantomime 時(shí)間: 2025-3-25 06:36 作者: 滔滔不絕地說 時(shí)間: 2025-3-25 08:54
Numerical Simulation of Seismic Wave Scattering and Site Amplification, with Application to the Mexies and buried valleys. The BEM models were formulated with isoparametric, quadratic boundary elements, and were employed to simulate a section of the Mexico City valley. Because the Mexico City valley is relatively flat and shallow, and the contrast of S waves between the clays and the basement rock作者: aptitude 時(shí)間: 2025-3-25 13:24
nd thousands of objects. DDM makes use of a hierarchical team organization in which the solution process is distributed into smaller fragments of problems that can be solved partially by simple agents. We present extensive experimental results which indicate that problems involving hundreds and thou作者: 依法逮捕 時(shí)間: 2025-3-25 16:57 作者: Mawkish 時(shí)間: 2025-3-25 21:32
D. Mohan,N. Gopinath,S. Guptainnung besprochen. Wir sind nunmehr bei dem zentralen Problem: der materialen, tats?chlichen Geltung der Erkenntnis angelangt, bei der Frage, . wir überhaupt erkennen ., was die Grenzen unserer Erkenntnis sind, in welchem Verh?ltnis der Inhalt unserer Erkenntnis zu der Wirklichkeit steht und auf wel作者: 尖牙 時(shí)間: 2025-3-26 03:07
G. R. Darbretors that impact the pathogenesis, disease course, and ultim.Psychological Aspects of Cancer: A Guide to Emotional and Psychological Consequences of Cancer, Their Causes and Their Management. opens with two essays on the biological basis of emotion/mental-driven body processes and disease. The conse作者: GLOOM 時(shí)間: 2025-3-26 07:50 作者: inculpate 時(shí)間: 2025-3-26 11:09 作者: 殺蟲劑 時(shí)間: 2025-3-26 13:19 作者: MOAN 時(shí)間: 2025-3-26 20:06
Policy Support and Institutional Dimensions of Food Security, Government made a comprehensive food security policy framework such as National Food Policy and programming document called National Food Policy Plan of Action as well as an investment plan for food security known as Bangladesh Country Investment Plan. Several institutions in Bangladesh are involve作者: cathartic 時(shí)間: 2025-3-27 00:11
The Contribution of Both the Peripheral and Central Nervous Systems to the Pain that Follows Peripheral Nerve Injuryin is a descriptor that we choose to identify a variety of different unpleasant, uncomfortable and distressing sensations that may be elicited in quite a number of different ways. It is useful to look at pain in terms of its pathogenesis as consisting of three different types: physiological, inflamm作者: 完成才會(huì)征服 時(shí)間: 2025-3-27 03:35
Run-Out Tolerances,otal run-out (3D). Run-out tolerances are composite controls that define the requirements for the permissible coaxiality, orientation and form deviations of a surface element in relation to a datum axis. The application of the run-out control to an assembly and its combination with the tangent plane作者: 羽毛長(zhǎng)成 時(shí)間: 2025-3-27 05:23 作者: CHYME 時(shí)間: 2025-3-27 10:09 作者: anus928 時(shí)間: 2025-3-27 15:51
Ahana Sarkar,Abhishek Kochure,Arnab Janarocessing. To evaluate the performance of the proposed algorithm, it is compared with other Clustering algorithm on the basis of precision and recall. The results obtained are tabulated. The performance of the proposed algorithm was better in comparison with other algorithms.作者: 對(duì)待 時(shí)間: 2025-3-27 21:26 作者: 誘拐 時(shí)間: 2025-3-28 01:36 作者: Limerick 時(shí)間: 2025-3-28 04:40 作者: Synchronism 時(shí)間: 2025-3-28 07:33 作者: exhibit 時(shí)間: 2025-3-28 11:45 作者: Aboveboard 時(shí)間: 2025-3-28 16:35 作者: Plaque 時(shí)間: 2025-3-28 19:07
