標(biāo)題: Titlebook: Recent Advances in Structural Engineering; Select Proceedings o K. S. Sreekeshava,Sreevalsa Kolathayar,N. Vinod Ch Conference proceedings 2 [打印本頁] 作者: 召集會議 時間: 2025-3-21 18:18
書目名稱Recent Advances in Structural Engineering影響因子(影響力)
書目名稱Recent Advances in Structural Engineering影響因子(影響力)學(xué)科排名
書目名稱Recent Advances in Structural Engineering網(wǎng)絡(luò)公開度
書目名稱Recent Advances in Structural Engineering網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Recent Advances in Structural Engineering被引頻次
書目名稱Recent Advances in Structural Engineering被引頻次學(xué)科排名
書目名稱Recent Advances in Structural Engineering年度引用
書目名稱Recent Advances in Structural Engineering年度引用學(xué)科排名
書目名稱Recent Advances in Structural Engineering讀者反饋
書目名稱Recent Advances in Structural Engineering讀者反饋學(xué)科排名
作者: Spinous-Process 時間: 2025-3-21 21:05
K. S. Sreekeshava,Sreevalsa Kolathayar,N. Vinod Chandra Menon,C. Bhargavihe entire program, inside and outside loops. We first analyze the program statically and identify memory-access instructions that create data dependences that would appear in any execution of these instructions. Then, we exclude these instructions from instrumentation, allowing the profiler to skip 作者: 褻瀆 時間: 2025-3-22 02:01 作者: Headstrong 時間: 2025-3-22 06:24 作者: ensemble 時間: 2025-3-22 12:33 作者: AFFIX 時間: 2025-3-22 14:21
Bajirao V. Mane,Ajit N. Patile original model cannot be fit into a device memory of a single GPU without partitioning. Experimental results demonstrate that our partitioning method accelerates R-GCN by up?to 3.28 times using four GPUs compared to CPU execution for a dataset with more than 1.6 million nodes and 5 million edges. 作者: 竊喜 時間: 2025-3-22 18:06 作者: photopsia 時間: 2025-3-22 22:55 作者: CHAR 時間: 2025-3-23 02:29
S. M. Naveen Kumar,Manu Vijay,C. Chandre Gowda,P. Shashank,B. Bharathi3x max speed up against AutoTVM-tuned separate kernels in standalone kernel benchmarks. We also show a 1.09x geomean with 1.29x max speedup against TVM, and a 2.09x geomean with 3.35x max speedup against MKLDNN-backed PyTorch, in end-to-end inference tests.作者: 骯臟 時間: 2025-3-23 08:46
Abhishek V. Sonawane,Sunil B. Makhare,Ajay G. Dahakemance guarantees. We also study the behavior of heuristic methods using simulations, which highlight which properties are useful for limiting tail latency: for instance, the . strategy—which uses the earliest available time of servers—exhibits a tail latency that is less than half that of state-of-t作者: FOVEA 時間: 2025-3-23 12:04 作者: 報復(fù) 時間: 2025-3-23 17:22
Mahalaxmi S. Sunagar,B. O. Naveen,P. Gaganaour parallelization strategy generation to a linear complexity with a good quality of parallelization strategy. The experiments show that our solution significantly reduces the parallelization strategy generation time from hours to seconds while maintaining the parallelization quality.作者: Postulate 時間: 2025-3-23 19:49 作者: CON 時間: 2025-3-24 01:08
Harshit Jain,Mohit Bhandariacts the size and the frequency of data transfers in an application and visualizes them as a communication matrix. To demonstrate the tool in action, we present communication matrices and some statistics for two applications coming from machine translation and image classification domains.作者: 容易生皺紋 時間: 2025-3-24 04:19
Adarsh Chemmery,S. P. Deepuacts the size and the frequency of data transfers in an application and visualizes them as a communication matrix. To demonstrate the tool in action, we present communication matrices and some statistics for two applications coming from machine translation and image classification domains.作者: BUCK 時間: 2025-3-24 07:12 作者: BROOK 時間: 2025-3-24 11:45
T. Rajanna,Vinay M. L. Gowdacus on how to schedule tasks that share some of their input data (but are otherwise independent) on a GPU. We provide a formal model of the problem, exhibit an optimal eviction strategy, and show that ordering tasks to minimize data movement is NP-complete. We review and adapt existing ordering stra作者: MILK 時間: 2025-3-24 15:20 作者: Obverse 時間: 2025-3-24 20:14 作者: 聲明 時間: 2025-3-25 02:42 作者: Intend 時間: 2025-3-25 04:26
,Recent Advances in Structural Engineering—An Introduction, and resource constraints. The strength criteria of structural members, such as ultimate capacity, energy absorption, axial stiffness and durability, are explored through experimental investigations on innovative materials. Studies include the combined use of metakaolin and ground granulated blast-f作者: CLAY 時間: 2025-3-25 07:51
Analysis and Design of the Multi-storied Building with Floating Columns, at Various Seismic Zones in the impact of earthquakes on multi-storied buildings. However, the effectiveness of such structures depends on various design parameters and the seismic zone in which they are located. The study recommends further research to develop optimal design strategies for floating column structures in diffe作者: Allergic 時間: 2025-3-25 14:33 作者: 明智的人 時間: 2025-3-25 17:30
Experimental Behaviour of Square High-Performance Concrete Slender Columns Under Different Loadingsher grades of concrete. To accurately determine the material behaviour of square high-performance slender columns, constitutive models were developed and validated against the experimental data using the non-linear finite element software. Comparing the experimental failure loads with the predicted 作者: 神圣將軍 時間: 2025-3-25 23:18
Comparison of Finite Element Method Models for Predicting Concrete Compression and Flexural Strengthdentical specimens. By contrasting the simulation’s outcomes with the actual data from the lab, the accuracy of the models in forecasting specimen strengths is assessed. The outcomes of this research carry significant implications for the adoption of hybrid concrete in sustainable structures and und作者: Adj異類的 時間: 2025-3-26 00:37
Finite Element-Based Dynamic Analysis of a T-Beam Bridge with Skew Supports defects. Factors such as irregularities in the structure, changes in the cross-section, or other local effects can also significantly affect the fundamental frequency of the deck and may require more advanced analysis techniques to accurately predict. Herein, a brief review is presented on the empi作者: 脫水 時間: 2025-3-26 07:40
SAP2000 Software Analysis and Design of the Intze Water Tanke. The structure is then created utilizing manual and SAP2000 procedures for the internal forces. The results show that SAP2000 is useful and efficient for the analysis and design of water tanks. The pushover curve shows how ductile the structure is. Both manual methods and SAP2000‘s design output a作者: 不合 時間: 2025-3-26 10:16 作者: 樣式 時間: 2025-3-26 13:38
Analysis and Design of Steel Skywalk Bridge work is to find the framing system to support the cantilever skywalk at one location and also to find the optimum span and dimension of structural members. Skywalk for various cantilever projection is modeled in ETABS, and checked for criticality such as increase in deflection and moments’ overall 作者: 充足 時間: 2025-3-26 19:53
Studies on the Behavior of Steel Fibre-Reinforced Concrete (SFRC) Under Monotonic Loading in FlexureC beam and SFRC beam which were analyzed using FEM software package ANSYS Mechanical APDL 2022 R2. From the FE analyses, load–deflection responses and crack patterns were obtained and validated with the referred experimental results. The load–deflection responses obtained from the FE studies showed 作者: Exposure 時間: 2025-3-26 21:44
Modified Steel Tubes of Wind Turbine Tower Subjected to Compression-Bending Loadthat among all the considered specimens innovative modified steel tubes could greatly reduce the buckling deformation and increased both ultimate and failure loads. The static analysis of innovative combined stiffened tubes signifies a remarkable improvement in the ultimate moment of 42.85% was reco作者: FATAL 時間: 2025-3-27 03:44 作者: 無法治愈 時間: 2025-3-27 06:35
Effectiveness of Concrete Jacketed Reinforced Concrete Frame Subjected to Non-linear Static Analysishover curve and FEMA 356 coefficient method. The Elastic stiffness for both i.e., the original and the jacketed frame has been calculated by finding out the slope of the elastic region in the pushover curve. The capacity curve obtained from the analysis done in SAP2000, the behaviour of the frame wa作者: 撤退 時間: 2025-3-27 09:49 作者: myopia 時間: 2025-3-27 15:29
,Recent Advances in Structural Engineering—An Introduction,f structural members. In the contemporary construction landscape, where environmental concerns and resource limitations significantly influence design practices, the integration of sustainability principles into structural engineering has become imperative. The introductory section emphasizes the mu作者: Benzodiazepines 時間: 2025-3-27 20:19
Analysis and Design of the Multi-storied Building with Floating Columns, at Various Seismic Zones in presents a detailed analysis of the behavior of floating column structures under seismic loads and evaluates their effectiveness in mitigating effects of earthquakes. The review highlights various design parameters such as column layout, structural configuration, and seismic provisions that play a 作者: GET 時間: 2025-3-27 22:36
Characteristics of Fiber Reinforced Polymer Piles Through Finite Element Modeling high strength, durability, and corrosion resistance. In this study, carbon fiber reinforcement polymer (CFRP) and basalt fiber reinforcement polymer (BFRP) are used for FRP piles. The major goal of this study is to assess the mechanical strength of piles with or without FRP. To achieve this goal, n作者: 豪華 時間: 2025-3-28 05:19
Experimental Behaviour of Square High-Performance Concrete Slender Columns Under Different Loadingsuare high-performance slender (SHPS) columns were constructed and subjected to uniaxial and biaxial loading, with the aim of examining their performance. The key parameters investigated in the tests were the grade of HPC (ranging from M60 to M80), reinforcement ratios (ranging from 2.01 to 4.52%), a作者: HEW 時間: 2025-3-28 07:33 作者: NUDGE 時間: 2025-3-28 12:33 作者: 美學(xué) 時間: 2025-3-28 17:05 作者: fledged 時間: 2025-3-28 20:12
Comparative Study of Design of Elevated Storage Reservoir with IS:3370-2009 and IS:3370-2021Practice. Along with the changes in construction materials and procedure, major revisions have been made in the code of practice. Load calculations, permissible stresses, minimum reinforcement, and the overall design process have been revised. This has led to better designing of water tanks. To demo作者: 退出可食用 時間: 2025-3-28 23:26
Assessment of Periphery Free-Standing Masonry Wall for Structural Safety and Integrityercial premises barriers. Free-standing walls are built between pilasters, which are rectangular projectile columns made of masonry blocks that offer extra support to the filling wall and base. The pilaster is built at predetermined intervals throughout the wall’s length and cantilevered up from the作者: 急急忙忙 時間: 2025-3-29 05:46
Analysis and Design of Steel Skywalk Bridged using different kinds of materials starting from wood to structural steel, which is now has become a large field of study at this period of time. Among different types of skywalk bridges fall under the special category, since it has to be specially designed both in architectural and structural poi作者: Concrete 時間: 2025-3-29 08:39
Studies on the Behavior of Steel Fibre-Reinforced Concrete (SFRC) Under Monotonic Loading in Flexurelysis (FEA) which is used in industries and research centers to analyze the behavior of various structural components has made it possible to model and simulate the complex behavior of reinforced concrete elements. This paper presents a nonlinear Finite Element Analysis (FEA) carried out to simulate作者: GRE 時間: 2025-3-29 13:54
A Comprehensive Evaluation of Progressive Collapse Analysis: Insights on Research and Regulations Thcal element is lost. The paper highlights a historical overview of this phenomenon and examines the causes and current state of research in the field. This review also discusses various design strategies for preventing progressive collapse, including redundancy, alternate load paths, and ductility, 作者: conception 時間: 2025-3-29 18:05
Modified Steel Tubes of Wind Turbine Tower Subjected to Compression-Bending Loadload as well as the environmental load to the foundation. Several thin-walled steel tubes with flanges connected?to form tubular steel towers. The records shows that most of the failure occurred at the bottom of the tube, and the major failure mode was local buckling. Thus, susceptibility to local b作者: lymphedema 時間: 2025-3-29 22:11
Performance Analysis of Fixed and Seismic Base Isolation System for Multi-story Building. The purpose of presenting a 3D referenced concrete frame building with safe position as a case study, using SAP 2000 software for modeling and analysis. Seismic load calculations can be performed according to IS 1893–2016 to meet earthquake-resistant resolution. This study addresses a 3-D reinforc作者: 按等級 時間: 2025-3-30 02:50
Effect of Different Hybrid Configurations on the Static and Vibration Analysis of Perforated Composi laminates. The study employs a 9-noded heterosis FE model to analyze hybrid composite laminates consisting of carbon and glass fibers arranged in various stacking sequences. The effect of varying cutouts on the stiffness and frequency of the laminates is also evaluated. The static analysis focuses 作者: Hemiparesis 時間: 2025-3-30 07:22
Effect of Localized Damages on the Buckling Behaviour of Slender RC Columns is developed to pretend the structural response of the columns under different damage conditions. The study aims to understand the impact of the location and size of the damage on the critical buckling load and the corresponding mode of buckling. The results reveal that the presence of localized da作者: Prostaglandins 時間: 2025-3-30 11:42
Effectiveness of Concrete Jacketed Reinforced Concrete Frame Subjected to Non-linear Static Analysislready-existing structures and/or enhancing irregularities or discontinuities in the stiffness or strength distribution of a building are a few of them. Providing increased strength for the existing structures is the most promising job and to define a suitable strengthening technique needs a technic作者: filial 時間: 2025-3-30 13:28 作者: inventory 時間: 2025-3-30 16:50
Effect of Localized Damages on the Buckling Behaviour of Slender RC Columnsing. The study also demonstrates that the type and location of damage are critical factors affecting the buckling behaviour of columns. The findings highlight the importance of considering localized damages in the design and analysis of thin walled slender RC columns.作者: MIR 時間: 2025-3-30 23:23 作者: 座右銘 時間: 2025-3-31 01:46 作者: Vertical 時間: 2025-3-31 05:10
