標(biāo)題: Titlebook: Dynamic Response of Infrastructure to Environmentally Induced Loads; Analysis, Measuremen Anastasios G. Sextos,George D. Manolis Book 2017 [打印本頁] 作者: SORB 時間: 2025-3-21 16:37
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書目名稱Dynamic Response of Infrastructure to Environmentally Induced Loads讀者反饋
書目名稱Dynamic Response of Infrastructure to Environmentally Induced Loads讀者反饋學(xué)科排名
作者: 易達(dá)到 時間: 2025-3-21 22:09 作者: 羽飾 時間: 2025-3-22 03:11
Multi-platform Hybrid (Experiment-Analysis) Simulations, is integrated with a numerical model of the rest of the structural system. The integration of substructures with the rest of the system is achieved by satisfying deformation compatibility and force equilibrium at the interface of the substructures. The hybrid simulation method has been developed fo作者: Jocose 時間: 2025-3-22 05:39 作者: Ingratiate 時間: 2025-3-22 08:59
An Intercontinental Hybrid Simulation Experiment for the Purposes of Seismic Assessment of a Three--funded European project focusing on the study of seismic soil-structure interaction effects in bridge structures. The test involved partners located on both sides of the Atlantic; each one assigned a numerical or a physical module of the sub-structured bridge. More precisely, the seismic response o作者: MORPH 時間: 2025-3-22 14:38 作者: MORPH 時間: 2025-3-22 18:59 作者: 辯論 時間: 2025-3-22 22:03 作者: Libido 時間: 2025-3-23 05:27 作者: cultivated 時間: 2025-3-23 08:00
Decentralized Infrastructure Health Monitoring Using Embedded Computing in Wireless Sensor Networksasing research interest in recent years. In the field of infrastructure health monitoring, wireless sensor networks have become particularly popular, because of their cost efficiency, flexibility, and reduced installation time as compared to conventional wired systems. Using embedded computing, it i作者: 很像弓] 時間: 2025-3-23 10:04
Effects of Local Site Conditions on Inelastic Dynamic Response of R/C Bridges,neously considering an analysis of the surrounding soil profile via the Boundary Element Method (BEM). The first step is to model seismic waves propagating through complex geological profiles and accounting for canyon topography, layering and material gradient effect by the BEM. Site-dependent accel作者: 禮節(jié) 時間: 2025-3-23 16:51 作者: Hla461 時間: 2025-3-23 21:34
Energy Methods for Assessing Dynamic SSI Response in Buildings,re introduced and calibrated as general indicators of structural response accuracy. More specifically, SSI models built at various abstraction levels are investigated according to various coupling scenarios between soil and structure. The hypothesis of increasing model uncertainty with decreasing co作者: 狗舍 時間: 2025-3-24 01:36 作者: 肌肉 時間: 2025-3-24 05:25
Quantification of the Seismic Collapse Capacity of Regular Frame Structures,ular frame structures vulnerable to the destabilizing effect of gravity loads (P-Delta effect). The record-to-record variability of the collapse capacity is studied using a set of ordinary earthquake records compiled in FEMA-P695. Median collapse capacities and their dispersions are presented in 3D 作者: 亞麻制品 時間: 2025-3-24 09:07
https://doi.org/10.1007/978-3-319-56136-3Bridges Seismic Analysis; DE-GRIE Lab Workshop 2014; Earthquake Engineering; Hybrid Experimental Mechan作者: 不適當(dāng) 時間: 2025-3-24 14:02
978-3-319-85835-7Springer International Publishing AG 2017作者: Lacunar-Stroke 時間: 2025-3-24 16:42 作者: 商業(yè)上 時間: 2025-3-24 19:34
Anastasios G. Sextos,George D. ManolisProvides state of the art information on structural monitoring and remote sensing.Describes progress in the numerical modelling of bridges.Presents new material on practical inverse analysis for estab作者: KEGEL 時間: 2025-3-24 23:53 作者: 現(xiàn)實(shí) 時間: 2025-3-25 04:02
Ergebnisse der Hauptuntersuchungspecific soil and structural characteristics. The most efficient way available nowadays to account for this phenomenon is by modeling the performance of soil, structure and foundation as a whole in the time domain. On the other hand, especially for the case of long, curved bridges, the issue of deci作者: Prophylaxis 時間: 2025-3-25 10:12
Lernumgebung der Studie: ModellierungstageDisplacement Based Design (DDBD). It is found that these two methods give the same results when the same set of assumptions are employed. These are (a) the yield curvature (displacement) is nearly invariant for the chosen type of steel and geometry of the critical cross-section, (b) the equivalent p作者: Lamina 時間: 2025-3-25 12:10 作者: goodwill 時間: 2025-3-25 18:54
Lernumgebung der Studie: Modellierungstagetions and instrumented in an effort to study their dynamic behaviour at a test site in Greece. Through these experiments the influence of structure-foundation-soil interaction could be studied in some detail. Moreover, the variation of the dynamic characteristics of these structural models could be 作者: SEVER 時間: 2025-3-25 23:11
Lernumgebung der Studie: Modellierungstage-funded European project focusing on the study of seismic soil-structure interaction effects in bridge structures. The test involved partners located on both sides of the Atlantic; each one assigned a numerical or a physical module of the sub-structured bridge. More precisely, the seismic response o作者: Orgasm 時間: 2025-3-26 03:06
Ergebnisse der Hauptuntersuchungesilient social communities. Unfortunately, the transportation systems, especially in Italy, were mainly built in the late 60s and early 70s and were designed primarily for gravity loads. As a result, most of the reinforced concrete (RC) bridges do not employ seismic details and their structural per作者: GAVEL 時間: 2025-3-26 04:43
Ergebnisse der Hauptuntersuchung process leading to their manufacturing, a description is given of the main tests required by current seismic codes for the design of such devices. An extensive review is then presented of the models available in the literature for the simulation of the dynamic response of high damping rubber bearin作者: 繼而發(fā)生 時間: 2025-3-26 09:47
Wenn Amazon so weiterwachsen wirdpseudodynamic (or hybrid simulation) methods have accompanied and, in some cases, triggered the advancements seen during the last decades in earthquake engineering. Structural response, be it for the design of new structures or for the assessment and retrofitting of existing ones, has been thoroughl作者: bronchodilator 時間: 2025-3-26 13:40 作者: Dna262 時間: 2025-3-26 19:31
Wenn Amazon so weiterwachsen wirdasing research interest in recent years. In the field of infrastructure health monitoring, wireless sensor networks have become particularly popular, because of their cost efficiency, flexibility, and reduced installation time as compared to conventional wired systems. Using embedded computing, it i作者: ineluctable 時間: 2025-3-26 21:24 作者: Cupping 時間: 2025-3-27 03:12 作者: ERUPT 時間: 2025-3-27 05:58 作者: arrogant 時間: 2025-3-27 09:42
Ergebnisse der empirischen Analyse,reasing modeling complexity are developed in order to investigate their efficiency in representing the measured dynamic stiffness of the bridge-foundation-soil system. The results highlight the importance of accurately simulating boundary conditions in Structural Health Monitoring applications.作者: 大炮 時間: 2025-3-27 16:31 作者: Neutropenia 時間: 2025-3-27 19:07 作者: 殺蟲劑 時間: 2025-3-28 00:57
Ergebnisse der empirischen Analyse,reasing modeling complexity are developed in order to investigate their efficiency in representing the measured dynamic stiffness of the bridge-foundation-soil system. The results highlight the importance of accurately simulating boundary conditions in Structural Health Monitoring applications.作者: Mnemonics 時間: 2025-3-28 05:15
2366-2557 uctures. Throughout, the emphasis is on the most significant recent advances and new material. The book comprises extended versions of contributions delivered at the DE-GRIE Lab Workshop 2014, held in Thessalon978-3-319-85835-7978-3-319-56136-3Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 集合 時間: 2025-3-28 10:01
Ergebnisse der Hauptuntersuchungte element program ANSYS accounting for SSI both at the location of piers and abutments. The parametric study of different ground motion scenarios performed, highlights the complexity of the phenomenon and the difficulty in determining a ‘critical’ angle of excitation for all response quantities and作者: defeatist 時間: 2025-3-28 12:28
Lernumgebung der Studie: Modellierungstagesity man-made excitations. The in situ experiments conducted at the Volvi test site provided measurements that could be used to verify certain hypotheses as well as validated numerical simulations that were developed to predicted the response of the studied structures. A focal point was the investig作者: Hiatus 時間: 2025-3-28 15:02
Ergebnisse der Hauptuntersuchung gravity loads only. The experimental response has been assessed by means of pseudo-dynamic and shake table testing. Intervention schemes employing innovative materials and technologies have also been considered as retrofitting measures to mitigate the onset of damage. The comprehensive experimental作者: 協(xié)迫 時間: 2025-3-28 20:09 作者: Trypsin 時間: 2025-3-29 01:30
Wenn Amazon so weiterwachsen wirdnode is responsible for monitoring one substructure. The proposed methodology is validated through simulations on a numerical model of a four-story shear frame structure. The objective of the simulations is to test the performance of the algorithms and the quality of the numerical models embedded in作者: Jejune 時間: 2025-3-29 04:41 作者: 大漩渦 時間: 2025-3-29 08:13
Unternehmensphilosophie von Amazonl profile together with a lined tunnel; and finally insertion of the BEM model as a macro-finite element in the FEM commercial software package ANSYS. The accuracy of this approach in the ensuing verification study is discussed. The presented numerical simulations reveal the complex character of the作者: 忙碌 時間: 2025-3-29 12:51
Wenn Amazon so weiterwachsen wirdement (FE) model yields the best quality results, whereas the Wolf lumped parameter model produces the lowest model uncertainty in the simple model category. Also, the fixed-base model produces the highest estimated uncertainty and consequently is the worst quality model. The present results confirm作者: Vaginismus 時間: 2025-3-29 17:52
Influence of Seismic Wave Angle of Incidence Over the Response of Long Curved Bridges Considering Ste element program ANSYS accounting for SSI both at the location of piers and abutments. The parametric study of different ground motion scenarios performed, highlights the complexity of the phenomenon and the difficulty in determining a ‘critical’ angle of excitation for all response quantities and作者: 緊張過度 時間: 2025-3-29 19:50 作者: rheumatism 時間: 2025-3-30 00:04
Experimental Seismic Assessment of the Effectiveness of Isolation Techniques for the Seismic Protec gravity loads only. The experimental response has been assessed by means of pseudo-dynamic and shake table testing. Intervention schemes employing innovative materials and technologies have also been considered as retrofitting measures to mitigate the onset of damage. The comprehensive experimental作者: AGATE 時間: 2025-3-30 07:07
Modeling of High Damping Rubber Bearings, cyclic loading, and variation in critical buckling load capacity due to lateral displacement. Finally, a novel 1D mechanical model for high damping rubber bearings is proposed, based on the combination of simple and well-known rheological models. The model is calibrated against a set of harmonic te作者: cogitate 時間: 2025-3-30 09:06
Decentralized Infrastructure Health Monitoring Using Embedded Computing in Wireless Sensor Networksnode is responsible for monitoring one substructure. The proposed methodology is validated through simulations on a numerical model of a four-story shear frame structure. The objective of the simulations is to test the performance of the algorithms and the quality of the numerical models embedded in作者: 不法行為 時間: 2025-3-30 14:16
Effects of Local Site Conditions on Inelastic Dynamic Response of R/C Bridges,s reveal the sensitivity of the ground motions and the ensuing response of the bridge to the presence of local soil conditions. It cannot establish a priori that these site effects have either a beneficial or a detrimental influence on the seismic response of the R/C bridge.作者: arrogant 時間: 2025-3-30 20:08
BEM-FEM Coupling in the Time-Domain for Soil-Tunnel Interaction,l profile together with a lined tunnel; and finally insertion of the BEM model as a macro-finite element in the FEM commercial software package ANSYS. The accuracy of this approach in the ensuing verification study is discussed. The presented numerical simulations reveal the complex character of the作者: endarterectomy 時間: 2025-3-30 23:26
Energy Methods for Assessing Dynamic SSI Response in Buildings,ement (FE) model yields the best quality results, whereas the Wolf lumped parameter model produces the lowest model uncertainty in the simple model category. Also, the fixed-base model produces the highest estimated uncertainty and consequently is the worst quality model. The present results confirm作者: Blanch 時間: 2025-3-31 02:34 作者: Debrief 時間: 2025-3-31 06:17
Book 2017ents in seismic simulation methods, and seismic performance assessment and retrofit of structures. Throughout, the emphasis is on the most significant recent advances and new material. The book comprises extended versions of contributions delivered at the DE-GRIE Lab Workshop 2014, held in Thessalon作者: Abbreviate 時間: 2025-3-31 12:42
Book 2017structure to environmental loads, including those induced by earthquake motion and differential soil settlement. The coverage is in five parts that address numerical methods in structural dynamics, soil–structure interaction analysis, instrumentation and structural health monitoring, hybrid experime作者: monologue 時間: 2025-3-31 17:17 作者: 無意 時間: 2025-3-31 17:52 作者: JADED 時間: 2025-3-31 22:21
Wenn Amazon so weiterwachsen wird following, through examples of experimental studies employing a variety of testing methods it is shown that experimentation is the sine qua non ingredient for the advancement of earthquake engineering research and practice.
