標(biāo)題: Titlebook: Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements; George D. Manolis,Petia S. Dineva,Frank Wuttke Book 2017 S [打印本頁] 作者: 惡化 時(shí)間: 2025-3-21 18:43
書目名稱Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements影響因子(影響力)
書目名稱Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements影響因子(影響力)學(xué)科排名
書目名稱Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements網(wǎng)絡(luò)公開度
書目名稱Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements被引頻次
書目名稱Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements被引頻次學(xué)科排名
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書目名稱Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements年度引用學(xué)科排名
書目名稱Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements讀者反饋
書目名稱Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements讀者反饋學(xué)科排名
作者: Inoperable 時(shí)間: 2025-3-21 22:20
Anti-plane Strain Wave Motion in Unbounded Inhomogeneous Mediaterest. Furthermore, numerical results are given for the heterogeneous, orthotropic half-plane. The BIEM formulation computes the scattered wave field, gives the incident wave field, and further determines displacements and stresses at select points of the boundary-value problem at hand.作者: Influx 時(shí)間: 2025-3-22 01:15 作者: 睨視 時(shí)間: 2025-3-22 08:07 作者: mortgage 時(shí)間: 2025-3-22 12:11
Book 2017on in either continuous or discrete inhomogeneous elastic/viscoelastic, isotropic/anisotropic media containing multiple cavities, cracks, inclusions and surface topography. BEM models may take into account the entire seismic wave path from the seismic source through the geological deposits all the w作者: 保守 時(shí)間: 2025-3-22 14:25
Site Effects in Finite Geological Region Due?to Wavepath Inhomogeneityese studies are useful within the context of earthquake engineering and the design of infrastructure in seismically prone regions. The complexity of these problems necessitates the use of hybrid computational techniques, where the BIEM accounts for the vast bulk of the geological medium surrounding the near site region.作者: THROB 時(shí)間: 2025-3-22 20:36
State-of-the-Art for the BIEMiscussed, together with applications to seismic wave propagation problems. More specifically, a closer look with scales of hundreds of . reveals the Earth is both strongly inhomogeneous with a sharp gradient of variation of its material properties and also heterogeneous due to the existence of free 作者: Ethics 時(shí)間: 2025-3-22 23:43 作者: 其他 時(shí)間: 2025-3-23 05:26 作者: Jogging 時(shí)間: 2025-3-23 06:04
Wave Propagations in Inhomogeneous Isotropic/Orthotropic Half-Planescally, quadratic and exponential variations of the inhomogeneity in terms of the depth coordinate are considered for both the isotropic and the orthotropic half-plane, and wave motion in these media is mathematically reconstructed.作者: COKE 時(shí)間: 2025-3-23 11:02
Anti-plane Strain Wave Motion in Unbounded Inhomogeneous Mediaased on the theoretical developments given in Part?I. Thus, numerical results are presented based on BIEM implementation of problems of engineering interest. Furthermore, numerical results are given for the heterogeneous, orthotropic half-plane. The BIEM formulation computes the scattered wave field作者: Fibrillation 時(shí)間: 2025-3-23 17:36 作者: 通便 時(shí)間: 2025-3-23 18:20 作者: Monolithic 時(shí)間: 2025-3-24 01:34 作者: 尾巴 時(shí)間: 2025-3-24 03:02
Wave Scattering in a Laterally Inhomogeneous, Cracked Poroelastic Finite Region is that the medium under consideration is a two-phase material, namely a poroelastic continuum. To simplify the representation, we replace the two-phase material by a single-phase one that exhibits viscoelastic behavior, which is a plausible representation for low-frequency vibrations.作者: HEDGE 時(shí)間: 2025-3-24 08:51 作者: 蚊子 時(shí)間: 2025-3-24 14:12
Elastodynamic Problem FormulationThis chapter presents the basic formulation for the elastodynamic field equations and the ensuing BVPs for inhomogeneous 2D domains. Furthermore, this formulation is extended in domains with discrete heterogeneities, which includes cavities, inclusions, and cracks.作者: 盤旋 時(shí)間: 2025-3-24 15:19
George D. Manolis,Petia S. Dineva,Frank WuttkeOffers a step-by-step tutorial on the application of boundary integral equation methods in mechanics.Includes a methodology for the numerical modeling of elastic wave propagation problems.Presents tes作者: 尊重 時(shí)間: 2025-3-24 19:57
978-3-319-83238-8Springer International Publishing Switzerland 2017作者: instructive 時(shí)間: 2025-3-25 02:40
Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements978-3-319-45206-7Series ISSN 0925-0042 Series E-ISSN 2214-7764 作者: Nerve-Block 時(shí)間: 2025-3-25 05:41
Fundamental Solutions for a Class of Continuously Inhomogeneous, Isotropic, and Anisotropic Materialn-plane and anti-plane conditions in closed form using the Radon transform. Of course, there are alternative methods such as algebraic transforms, Fourier transforms, and Hankel transforms, but the Radon transform is quite general and versatile.作者: fluffy 時(shí)間: 2025-3-25 11:33
Green’s Function for the Inhomogeneous Isotropic Half-Planef the inhomogeneous in-depth half-plane. The reader will notice that it is possible to reuse fundamental solutions instead, but the traction-free boundary condition at the horizontal free surface will have to materialize through numerical discretization in a BIE formulation.作者: agenda 時(shí)間: 2025-3-25 13:50 作者: 治愈 時(shí)間: 2025-3-25 19:09
Wave Scattering in a Laterally Inhomogeneous, Cracked Poroelastic Finite Region is that the medium under consideration is a two-phase material, namely a poroelastic continuum. To simplify the representation, we replace the two-phase material by a single-phase one that exhibits viscoelastic behavior, which is a plausible representation for low-frequency vibrations.作者: ABIDE 時(shí)間: 2025-3-25 23:00
Solid Mechanics and Its Applicationshttp://image.papertrans.cn/s/image/863912.jpg作者: 貧困 時(shí)間: 2025-3-26 02:45
https://doi.org/10.1007/978-3-319-45206-7Seismic mechanics; Functionally graded materials; Heterogeneities; Boundary integral equation method; St作者: Chameleon 時(shí)間: 2025-3-26 05:38
State-of-the-Art for the BIEMhquakes. A quantitative prediction of strong ground motion manifestation at a given site involves dealing with the source of seismic waves, their path to that site, and the effects of local conditions. A possible way of shedding some light on the understanding of the site-response phenomena and thei作者: 節(jié)省 時(shí)間: 2025-3-26 09:18
Book 2017undary value problems in the third part. Verification studies and parametric analysis appearthroughout the book, as do both recent references and seminal ones from the past..Since the background of the authors is in solid mechanics and mathematical physics, the presented BEM formulations are valid f作者: Perineum 時(shí)間: 2025-3-26 14:26 作者: OPINE 時(shí)間: 2025-3-26 19:36
George D. Manolis,Petia S. Dineva,Tsviatko V. Rangelov,Frank Wuttkeely different view from the authors, Wu Yujiang and Wang Deren [4] rewrited our algorithm in the language of interval analysis, and also suggested a new globally convergent scheme in the case that F is strongly monotone. It showed the authors that the RCA is almost Nickel‘s Ball Newton Method [1] (a作者: 悶熱 時(shí)間: 2025-3-26 22:27 作者: Liberate 時(shí)間: 2025-3-27 05:04 作者: 無情 時(shí)間: 2025-3-27 05:21 作者: 蕨類 時(shí)間: 2025-3-27 10:25
George D. Manolis,Petia S. Dineva,Tsviatko V. Rangelov,Frank Wuttke作者: 直覺沒有 時(shí)間: 2025-3-27 16:23 作者: jaunty 時(shí)間: 2025-3-27 19:08
George D. Manolis,Petia S. Dineva,Tsviatko V. Rangelov,Frank Wuttke作者: judiciousness 時(shí)間: 2025-3-27 23:15 作者: 兵團(tuán) 時(shí)間: 2025-3-28 02:12
George D. Manolis,Petia S. Dineva,Tsviatko V. Rangelov,Frank Wuttke作者: 證實(shí) 時(shí)間: 2025-3-28 10:19 作者: 使高興 時(shí)間: 2025-3-28 12:05
George D. Manolis,Petia S. Dineva,Tsviatko V. Rangelov,Frank Wuttke作者: 緩和 時(shí)間: 2025-3-28 17:08 作者: HERE 時(shí)間: 2025-3-28 19:29
Seismic Wave Propagation in Non-Homogeneous Elastic Media by Boundary Elements作者: Hiatus 時(shí)間: 2025-3-28 22:55 作者: Contend 時(shí)間: 2025-3-29 04:07 作者: novelty 時(shí)間: 2025-3-29 09:13 作者: Flounder 時(shí)間: 2025-3-29 12:41
and give an error estimation. It is shown that this general theory includes all of present existing ball iterations as special cases..To find a zero of a quasi-strongly monotone mapping, which arises often from the field of differential equations, variational calculus and optimization etc., the aut作者: 無瑕疵 時(shí)間: 2025-3-29 18:40 作者: 我說不重要 時(shí)間: 2025-3-29 21:48