標(biāo)題: Titlebook: Advances in Structural Vibration; Select Proceedings o Subashisa Dutta,Esin Inan,Santosha Kumar Dwivedy Conference proceedings 2021 Springe [打印本頁] 作者: Mottled 時(shí)間: 2025-3-21 18:21
書目名稱Advances in Structural Vibration影響因子(影響力)
書目名稱Advances in Structural Vibration影響因子(影響力)學(xué)科排名
書目名稱Advances in Structural Vibration網(wǎng)絡(luò)公開度
書目名稱Advances in Structural Vibration網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Advances in Structural Vibration被引頻次
書目名稱Advances in Structural Vibration被引頻次學(xué)科排名
書目名稱Advances in Structural Vibration年度引用
書目名稱Advances in Structural Vibration年度引用學(xué)科排名
書目名稱Advances in Structural Vibration讀者反饋
書目名稱Advances in Structural Vibration讀者反饋學(xué)科排名
作者: gout109 時(shí)間: 2025-3-21 23:26
Computernetze und virtuelle Realit?t core vary throughout the thickness direction according to the power law index. The effective material properties are calculated using the Voigt technique. The Buckling temperature of sandwich plate is analyzed for different boundary conditions and used as criteria to study the effect of temperature on natural frequencies and mode shapes.作者: guardianship 時(shí)間: 2025-3-22 02:06 作者: LINE 時(shí)間: 2025-3-22 05:50 作者: Circumscribe 時(shí)間: 2025-3-22 11:34 作者: 法律 時(shí)間: 2025-3-22 16:21 作者: 平淡而無味 時(shí)間: 2025-3-22 18:20
2195-4356 ehicles and aerospace structures.Presents select proceedingsThis book consists of selected and peer-reviewed papers presented at the 13th International Conference on Vibration Problems (ICOVP 2017). The topics covered in this book include different structural vibration problems such as dynamics and 作者: ARM 時(shí)間: 2025-3-22 23:28
Computernetze und virtuelle Wirtschaftis considered for the viscoelastic layer. Using the matrix formulation of Thomson?[.] and Haskell?[.], the free surface displacement functions are derived by considering boundary conditions. The effect of medium parameters and wave types on the wave propagation behavior is studied numerically and conclusions are drawn.作者: gimmick 時(shí)間: 2025-3-23 01:55 作者: 搬運(yùn)工 時(shí)間: 2025-3-23 07:37
Propagation of Viscoelastic Waves in?a?Single Layered Media with a Free Surfaceis considered for the viscoelastic layer. Using the matrix formulation of Thomson?[.] and Haskell?[.], the free surface displacement functions are derived by considering boundary conditions. The effect of medium parameters and wave types on the wave propagation behavior is studied numerically and conclusions are drawn.作者: affluent 時(shí)間: 2025-3-23 11:23 作者: Mediocre 時(shí)間: 2025-3-23 16:43 作者: 欺騙手段 時(shí)間: 2025-3-23 19:28 作者: JIBE 時(shí)間: 2025-3-24 00:08
Numerical Model and Dynamic Characteristics Analysis of Cable-Stayed Bridgecies, which can be attributed to lack of proper data in numerical modelling. The finite element model can be further improved with the access of more structural data and can be effectively used for the determination of dynamic response due to earthquake and wind.作者: GEST 時(shí)間: 2025-3-24 06:09
Seismic Response of Shear Wall–Floor Slab Assemblage into a number of smaller panels between successive floor slabs. The present study aims to investigate the seismic behaviour of such multi-storeyed slab–wall assemblage using non-linear time history analyses of three different models under ground motions recorded during a past earthquake.作者: 冒號(hào) 時(shí)間: 2025-3-24 10:15 作者: commune 時(shí)間: 2025-3-24 14:24
Optimal Design of Structure with Specified Fundamental Natural Frequency Using Topology Optimizationt minimization problem, for a specified fundamental natural frequency. In this paper, we solve for weight minimization using topology optimization subject to lower bound constraint on fundamental frequency.作者: 深淵 時(shí)間: 2025-3-24 17:00
Probabilistic Flutter Analysis of a Cantilever Wing of the eigenvalues at various free stream velocities. The perturbation results are also compared with Monte Carlo simulations. It is observed that the probabilistic response obtained from the perturbation approach is very accurate up?to 7% COV in bending rigidity but in the case of torsional rigidity, it starts losing accuracy after 3%.作者: 虛情假意 時(shí)間: 2025-3-24 22:18 作者: Eructation 時(shí)間: 2025-3-25 02:05
Free Vibration of Composite Sandwich Beams with Microstretch Viscoelastic Coreor microstretch case are found greater than the classical ones, as it is expected. Besides, the minimum differences between the classical frequencies and deviated classical frequencies due to the microstretch core are getting bigger for the large loss factors.作者: 入伍儀式 時(shí)間: 2025-3-25 07:03 作者: 混雜人 時(shí)間: 2025-3-25 09:52
Anwenden — Verstehen — Gestaltencies, which can be attributed to lack of proper data in numerical modelling. The finite element model can be further improved with the access of more structural data and can be effectively used for the determination of dynamic response due to earthquake and wind.作者: 珠寶 時(shí)間: 2025-3-25 14:45 作者: BALE 時(shí)間: 2025-3-25 16:53 作者: 不要嚴(yán)酷 時(shí)間: 2025-3-25 20:20 作者: arbovirus 時(shí)間: 2025-3-26 00:50 作者: 方舟 時(shí)間: 2025-3-26 06:08 作者: 叫喊 時(shí)間: 2025-3-26 11:27
https://doi.org/10.1007/978-3-662-49429-5deflection in the longest span, its variation with loading history, and its influence on fatigue life have been analyzed and found to match satisfactorily with standard results, and the same process is applied on various length of a longer span.作者: 慢慢流出 時(shí)間: 2025-3-26 15:52
Axial Resistance of Short Built-up Cold-Formed Steel Columns: Effect of Lacing Slendernessngle lacing configuration. Test results from literature were used to calibrate the nonlinear finite element model developed. The design strengths predicted by North American Standards (AISI S-100) are calculated and compared with the test results.作者: 焦慮 時(shí)間: 2025-3-26 20:13
Comparison Between Two Modeling Aspects to Investigate Seismic Soil–Structure Interaction in a Jointel and (b) another with Beam on Dynamic Winkler’s Foundation (BDWF)/nonlinear soil springs. Finally, the structural components that affect the overall behavior of superstructure are compared between these two models, and the variation of seismic response from the performance-based study is discussed.作者: concert 時(shí)間: 2025-3-27 00:45
Modification and Modeling of Experiments with Bi-directional Loading on Reinforced Concrete Columnsessary changes in model parameters for the purpose of calibration. It is also found that the analytical model accounting for the aforementioned functional interactions leads to a more realistic and different dynamic structural response from that obtained using the analytical model ignoring the interactions.作者: padding 時(shí)間: 2025-3-27 05:08
Fatigue Life Estimation of an Integral RC Bridge Subjected to Transient Loading Using Ansysdeflection in the longest span, its variation with loading history, and its influence on fatigue life have been analyzed and found to match satisfactorily with standard results, and the same process is applied on various length of a longer span.作者: wangle 時(shí)間: 2025-3-27 07:30 作者: 苦澀 時(shí)間: 2025-3-27 09:46 作者: 業(yè)余愛好者 時(shí)間: 2025-3-27 15:33 作者: Fillet,Filet 時(shí)間: 2025-3-27 20:41
https://doi.org/10.1007/978-3-662-49429-5rucial aspects of the nonlinear behaviour and energy dissipation characteristics of the building frame under the influence of SSI. The study shows that seismic soil–structure interaction cannot be ignored, contrary to the present state of practice and guidelines of the design codes of various countr作者: 現(xiàn)任者 時(shí)間: 2025-3-27 23:54 作者: Asseverate 時(shí)間: 2025-3-28 02:22 作者: arthroplasty 時(shí)間: 2025-3-28 06:21
Non-linear Dynamic Analysis of Structures on Opencast Backfilled Mine Due to Blast Vibrationtures. Blast-resistant design and detailing criteria should be kept in mind when designing such structures in mine regions. In future, efforts will be driven to find out the safe permissible distance of residential structures in mining areas.作者: Monotonous 時(shí)間: 2025-3-28 10:46
Seismic Behaviour of RC Building Frame Considering Soil–Structure Interaction Effectsrucial aspects of the nonlinear behaviour and energy dissipation characteristics of the building frame under the influence of SSI. The study shows that seismic soil–structure interaction cannot be ignored, contrary to the present state of practice and guidelines of the design codes of various countr作者: indemnify 時(shí)間: 2025-3-28 15:23 作者: gait-cycle 時(shí)間: 2025-3-28 20:41 作者: 他姓手中拿著 時(shí)間: 2025-3-29 02:33 作者: recession 時(shí)間: 2025-3-29 03:13 作者: 對(duì)待 時(shí)間: 2025-3-29 08:01 作者: deciduous 時(shí)間: 2025-3-29 15:21
Anwenden — Verstehen — Gestalten2000. and compare the results with those from the experimental analysis. The bridge considered for the study is a two-span cable-stayed bridge over the Garigliano River along the coast road between Rome and Naples. The structural details including material or sectional properties, boundary condition作者: 尊敬 時(shí)間: 2025-3-29 16:34 作者: indignant 時(shí)間: 2025-3-29 22:08 作者: terazosin 時(shí)間: 2025-3-30 01:54 作者: 兇猛 時(shí)間: 2025-3-30 06:16 作者: 斷言 時(shí)間: 2025-3-30 08:53 作者: Commentary 時(shí)間: 2025-3-30 16:19
Zahlendarstellung und numerische Fehlerg and torsional rigidities as Gaussian random variables. The unsteadiness in the aerodynamic flow is modeled using Theodorsen’s thin airfoil theory. The probabilistic response of the wing is obtained in terms of mean, standard deviation, and coefficient of variation (COV) of real and imaginary parts作者: 聯(lián)合 時(shí)間: 2025-3-30 20:08
Zahlendarstellung und numerische Fehler be reduced by adding external supports to the structure. Linear elastic springs are used as the external supports and the objective function used is dynamic compliance of structure. Solid Isometric Material with Penalty (SIMP) method is employed to solve the topology optimization problem. The optim作者: Seminar 時(shí)間: 2025-3-30 21:10 作者: Hypopnea 時(shí)間: 2025-3-31 01:22
Zahlendarstellung und numerische Fehler California (Wong and Yang, J Eng Mech 125:1190–1199 [.]) has been investigated considering both material and geometric nonlinearities, via an implemented Force Analogy Method (FAM) Matlab code. The reference steel frame has been analyzed by considering Kobe earthquake time history as the input grou作者: 權(quán)宜之計(jì) 時(shí)間: 2025-3-31 05:09
https://doi.org/10.1007/978-3-662-49429-5timation of structural damage. In this paper, an experimental study has been carried out on full-scale columns with different axial stress ratios, followed by the development of an analytical model to predict the lateral load response of the column under bi-directional loading after taking care of t作者: 反應(yīng) 時(shí)間: 2025-3-31 10:59
https://doi.org/10.1007/978-3-662-49429-5re is an increasing tendency to construct long-span bridges. However, due to movement restraints, fatigue stresses build-up that leads to a reduction in the useful life. In this study, an effort has been made to estimate the fatigue life of an integral bridge subjected to transient loads. In this pa作者: precede 時(shí)間: 2025-3-31 15:44 作者: 啞巴 時(shí)間: 2025-3-31 17:40 作者: 別炫耀 時(shí)間: 2025-4-1 00:31
