標(biāo)題: Titlebook: Advances in Structural Mechanics and Applications; Proceedings of ASMA- José António Fonseca de Oliveira Correia,Satyabrat Conference proce [打印本頁] 作者: 拖累 時(shí)間: 2025-3-21 18:23
書目名稱Advances in Structural Mechanics and Applications影響因子(影響力)
書目名稱Advances in Structural Mechanics and Applications影響因子(影響力)學(xué)科排名
書目名稱Advances in Structural Mechanics and Applications網(wǎng)絡(luò)公開度
書目名稱Advances in Structural Mechanics and Applications網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Advances in Structural Mechanics and Applications被引頻次
書目名稱Advances in Structural Mechanics and Applications被引頻次學(xué)科排名
書目名稱Advances in Structural Mechanics and Applications年度引用
書目名稱Advances in Structural Mechanics and Applications年度引用學(xué)科排名
書目名稱Advances in Structural Mechanics and Applications讀者反饋
書目名稱Advances in Structural Mechanics and Applications讀者反饋學(xué)科排名
作者: 耐寒 時(shí)間: 2025-3-21 21:27
Practical Management of Computed Tomographys is going to be changed when there is variation in moisture content during the construction of the base, sub-base and subgrade soils. In this paper we will discuss about how much stabilization of soil is depend upon on resilient modulus.作者: AER 時(shí)間: 2025-3-22 02:50 作者: 輕快帶來危險(xiǎn) 時(shí)間: 2025-3-22 08:15 作者: bizarre 時(shí)間: 2025-3-22 09:39
Performance Evaluation of Retrofitted Exterior Beam Column Joint Under Cyclic Loading, damage tolerance, hysteretic curve, dissipate energy were used to examine the performance of the retrofitting schemes. It shows that the use of TRC as the external strengthening measures works upto a certain extent compared to the conventional joint interms of energy dissipation and stiffness retention.作者: 正式通知 時(shí)間: 2025-3-22 16:34
Conference proceedings 2023hnologies on structural mechanics, structure and infrastructure engineering. Further, work on practical applications of developed scientific methodologies to civil structural engineering will make the proceedings more interesting and useful to practicing engineers and structural designers..作者: Arable 時(shí)間: 2025-3-22 18:04
Jan Harff,Wolfram Lemke,Karl Statteggeried by considering different mass at each floor level. Not much variation in the roof displacement is found with a change in the pile stiffness. Variation in the response has been observed for different vertical loading and changes in the pile stiffness. The response of the structure for the two earthquake motions is entirely different.作者: 火花 時(shí)間: 2025-3-23 00:02 作者: 明智的人 時(shí)間: 2025-3-23 01:30
H. Klinge,U. Muhtaroglu,M. Rautenberg Finite element (FE) method. The numerical outcomes obtained are compared to those reported in the literature to help decide the formulation‘s correctness. The effect of geometric configuration, volume fraction exponent, porosity and loading on vibration and stability characteristics of FGM plate member with porosity is investigated.作者: 周興旺 時(shí)間: 2025-3-23 08:31 作者: 背信 時(shí)間: 2025-3-23 10:27
Dynamic Response of Masonry Panel Under High-Strain Loading Condition,e effectiveness of the proposed model, numerical simulation was conducted to investigate the behaviour of masonry panel subjected to blast loading using Finite Element (FE) code ABAQUS/Explicit. The obtained results were compared with the experimental test data available in the literature and were found to be in good agreement.作者: SLAY 時(shí)間: 2025-3-23 14:59
Effect of Porosity Distribution on Vibration and Stability Characteristics of FGM Plates Subjected Finite element (FE) method. The numerical outcomes obtained are compared to those reported in the literature to help decide the formulation‘s correctness. The effect of geometric configuration, volume fraction exponent, porosity and loading on vibration and stability characteristics of FGM plate member with porosity is investigated.作者: 內(nèi)行 時(shí)間: 2025-3-23 19:46
A Review of Soil Stabilization Using Resilient Modulus,s is going to be changed when there is variation in moisture content during the construction of the base, sub-base and subgrade soils. In this paper we will discuss about how much stabilization of soil is depend upon on resilient modulus.作者: 橢圓 時(shí)間: 2025-3-23 22:51 作者: 摻假 時(shí)間: 2025-3-24 03:52 作者: 賞錢 時(shí)間: 2025-3-24 07:44 作者: tariff 時(shí)間: 2025-3-24 13:25
Seismic Reliability Analysis of Three-Dimensional Harp Type Cable Stayed Bridge,ered), uniform phase lag of ground acceleration and shear wave velocity on seismic reliability. The study reveals that the greater the phase lag, greater is the reliability of the bridge. It also reveals that change in pylon shape has no influence on the reliability of the deck but it has more influ作者: Pillory 時(shí)間: 2025-3-24 15:25
Seismic Response of RC Frame with Stiffness Irregularity Under Sequential Loading of Main Shock andt-resisting frames with peak ground acceleration 0.36g, 0.40g and 0.45g. The aftershocks considered are of two third of PGA of the main shock. Stiffness irregularity is introduced from considerations of stilt and service floor requirements in the first, second, sixth and top storey. The irregularity作者: 共和國 時(shí)間: 2025-3-24 19:15
,Environmental Impact Assessment of Residential Building – A Case Study, using Revit and Tally applications. Further, a comparative analysis was made on seven variants of cement concrete mixes from cradle-to-grave considering some boundary conditions. From the findings, it is evident that GGBS based concrete mixes are more sustainable than Fly ash-based concretes.作者: 吹牛大王 時(shí)間: 2025-3-25 01:05
Seismic Response of Buildings Resting on Geosynthetics Reinforced Sand Bed,peak acceleration at building roof levels. The analysis results indicate that earthquake vibration energy transmission to the superstructure is limited by the use of a UHMWPE liner, as a soil isolation medium and the thickness of the soil isolation liner significantly influences the building respons作者: 遵循的規(guī)范 時(shí)間: 2025-3-25 05:43
Ductility Behaviour of Concrete Beams with Flexural Steel-CFRP Composite Reinforcement,0?mm centre-to-centre, applying two equal symmetrical concentrated loads with a shear span of 400?mm. The deflection at mid-span, deflection ductility ratio, and load-carrying mechanism of the beams with composite reinforcement have been discussed and compared with the beam having longitudinal conve作者: 搜集 時(shí)間: 2025-3-25 11:23
Seismic Performance of Tall Buildings with Different Structural Systems,tailed analysis of the building system is done by modeling the geometry, material section properties and boundary conditions. The sections are discretized using FE mesh using software “ETABS 2016”. Appropriate finite elements are assigned to beams and columns; slab is modeled as a rigid diaphragm to作者: 支柱 時(shí)間: 2025-3-25 15:36 作者: Flatter 時(shí)間: 2025-3-25 16:23 作者: 無目標(biāo) 時(shí)間: 2025-3-25 23:18
Design and Construction Features of Temporary Housing for Flood Rehabilitation Through Tactical Urb selected building components using the principles of Pre-Engineered Buildings (PEB). The roof design consists of an inner water-proof sheet covered with metal sheets as claddings. The structure is tested for its stability under additional weight-loading and wind effects. The limit-state based desig作者: Flavouring 時(shí)間: 2025-3-26 03:47
Damage Localization in Reinforced Concrete Slab Using Acoustic Emission Technique,lysis of the AE waveforms in the frequency domain using Fast Fourier Transform (FFT) or Short Time Fourier Transform (STFT) or in time frequency domain using wavelet transform is also being used by the researchers in the past for localizing the damage in thin metal and multi-layered composite plates作者: VOK 時(shí)間: 2025-3-26 08:21
Study on the Effect of Wheel Load and Temperature on Rutting Damage of Composite Flexible Pavement a inter-layer membrane is also introduced across the pavement thickness. In order to study the critical strain and deflection, a three-dimensional finite element model formulated with ANSYS software is used for the analysis. Under the application of static loading, linear material parameters for the作者: Synapse 時(shí)間: 2025-3-26 11:47 作者: Mosaic 時(shí)間: 2025-3-26 12:38
On the Applicability of Wavelet Transform in Localising Defect in a Small Plate Using AE Technique:conducted using small rectangular plates to localise simulated AE source using WT, Lamb modes and dispersion relation of plates. The result shows, due to edge reflection of AE waves, localisation in small plates is more complex than that in large plates and more study is needed to enhance the effect作者: 共同給與 時(shí)間: 2025-3-26 19:00
U. J. Winter,K. Wasserman,N. Treeseered), uniform phase lag of ground acceleration and shear wave velocity on seismic reliability. The study reveals that the greater the phase lag, greater is the reliability of the bridge. It also reveals that change in pylon shape has no influence on the reliability of the deck but it has more influ作者: 譏笑 時(shí)間: 2025-3-26 21:31 作者: configuration 時(shí)間: 2025-3-27 04:59 作者: HARP 時(shí)間: 2025-3-27 07:07 作者: Flavouring 時(shí)間: 2025-3-27 12:33
Computerized Modeling of Sedimentary Systems0?mm centre-to-centre, applying two equal symmetrical concentrated loads with a shear span of 400?mm. The deflection at mid-span, deflection ductility ratio, and load-carrying mechanism of the beams with composite reinforcement have been discussed and compared with the beam having longitudinal conve作者: 高射炮 時(shí)間: 2025-3-27 14:23 作者: Addictive 時(shí)間: 2025-3-27 19:22
Computerized Modeling of Sedimentary Systemshe beam ends, and the effect of support conditions provided for these reinforcements. The axial restraint provided at beam-ends were found to have a significant role in the behaviour of the beam under fire loading. Stiff connections are not preferable during the cooling phase of loading.作者: 甜瓜 時(shí)間: 2025-3-28 00:52
https://doi.org/10.1007/978-3-7091-3010-0y and damage tolerance of joint. In this study the HPFRCC is used at the joint region without critical detailing and tested under reverse cyclic loading. The presence of 1% synthetic fiber and better fiber dispersion improves the crack bridging ability of HPFRCC and allows dense micro cracks formati作者: 遵循的規(guī)范 時(shí)間: 2025-3-28 06:06 作者: 座右銘 時(shí)間: 2025-3-28 07:01 作者: receptors 時(shí)間: 2025-3-28 14:03 作者: 身體萌芽 時(shí)間: 2025-3-28 15:57 作者: 易于出錯(cuò) 時(shí)間: 2025-3-28 19:40
Capturing Data in Ambulatory-Care Settingsconducted using small rectangular plates to localise simulated AE source using WT, Lamb modes and dispersion relation of plates. The result shows, due to edge reflection of AE waves, localisation in small plates is more complex than that in large plates and more study is needed to enhance the effect作者: Arable 時(shí)間: 2025-3-29 02:43
U. J. Winter,K. Wasserman,N. Treesee. So, it is required that the various elements should be modelled properly to represent the actual behaviour of structure as close as possible. In this study, modelling of two spanned symmetrical cable-stayed bridge with H-type pylon and its validation using modal analysis in SAP2000. In the presen作者: SMART 時(shí)間: 2025-3-29 04:39 作者: 開始從未 時(shí)間: 2025-3-29 10:45 作者: Emasculate 時(shí)間: 2025-3-29 14:25
Arthur A. Teixeira,Charles F. Shoemakerquake. The present study analyzes the efficacy of an Ultra-High Molecular Weight Polyethylene (UHMWPE) liner to lower the amount of seismic energy conveyed and the dynamic response of buildings. Finite element simulation of the transient response of an integrated soil isolation-building system in wh作者: Flawless 時(shí)間: 2025-3-29 16:47 作者: 吞吞吐吐 時(shí)間: 2025-3-29 22:14
Computerized Modeling of Sedimentary Systems strength in materials, viz. concrete and reinforcing steel. In the present work, composite of steel and carbon fiber reinforced polymer is used as flexure reinforcement. The composite reinforcement was fabricated in the laboratory by sandwiching woven carbon fiber fabric between steel flats with ad作者: 連詞 時(shí)間: 2025-3-30 03:37 作者: Prophylaxis 時(shí)間: 2025-3-30 07:54
F. P. Agterberg,F. M. Gradsteinnd also to preserve land in rural areas for agricultural use (Smith and Coull .). The design of tall buildings is primarily governed by wind and seismic loads (Chaudhary et. al. .). The performance of the buildings depends on the structural configuration and the present study aims at comparing the p作者: Compatriot 時(shí)間: 2025-3-30 10:24
Computerized Modeling of Sedimentary Systemsbeams under the cooling phase is yet to be explored in-depth. In this paper, all the beam models are heated for an hour and the behaviour of composite beam systems in heating and cooling phases has been studied. The parameters considered for the present study are the axial stiffness of the supportin作者: 冬眠 時(shí)間: 2025-3-30 15:10 作者: Glutinous 時(shí)間: 2025-3-30 18:35 作者: 價(jià)值在貶值 時(shí)間: 2025-3-31 00:35
Practical Management of Computed Tomography traffic load so it needs to be constructed or designed as much stiff as they can bear the required traffic load. As the pavement is constructed with different layers and they have their own bearing capacities, but the pavements are still situated on heterogeneous soil. The value of resilient modulu作者: 漂白 時(shí)間: 2025-3-31 01:22 作者: Nonconformist 時(shí)間: 2025-3-31 07:13
Orbital CT: Normal Anatomy “in vivo”ent types of diameters (12, 20?mm) of rebar and two different types of heating rates (2?℃/min and ISO 834). Concrete compressive strength, 30?MPa is used. Pullout tests were conducted on a cubical specimen of size 200?×?200?×?200?mm with eccentrically embedded rebar. Pullout load is applied once des作者: 協(xié)議 時(shí)間: 2025-3-31 11:56 作者: 表臉 時(shí)間: 2025-3-31 13:56
H. Klinge,U. Muhtaroglu,M. Rautenbergate members are examined. Since it is challenging to predict the type of porosity distribution in the plate, four diverse varieties of porosity distributions varying through the thickness are considered during the modelling of FGM plates. The porosity effect is included in material modelling by mean作者: AUGER 時(shí)間: 2025-3-31 20:11
Buckling of hybrid bodies of revolution,of the asphalt mix as a result of high temperature in the pavement surface and densification under repetition of heavy wheel loads. As a result, depressions are created on the pavement surface in the wheel path under heavy traffic loads. Most of the existing studies have focused on predicting the ru作者: Parameter 時(shí)間: 2025-3-31 22:07
Buckling of hybrid bodies of revolution, improving the shear resistance capacity of RC beams using various strengthening techniques such as externally bonded FRP, steel plate bonding, jacketing etc.., Similarly, near surface mounting techniques, FRP wrapping are employed in improving the flexural behaviour. Recently, the application of te作者: BLANK 時(shí)間: 2025-4-1 04:06 作者: 羊欄 時(shí)間: 2025-4-1 06:06 作者: CANE 時(shí)間: 2025-4-1 10:52
