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Titlebook: Recent Advances in Structural Engineering; Select Proceedings o K. S. Sreekeshava,Sreevalsa Kolathayar,N. Vinod Ch Conference proceedings 2

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21#
發(fā)表于 2025-3-25 04:26:25 | 只看該作者
,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
22#
發(fā)表于 2025-3-25 07:51:49 | 只看該作者
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
23#
發(fā)表于 2025-3-25 14:33:04 | 只看該作者
24#
發(fā)表于 2025-3-25 17:30:46 | 只看該作者
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
25#
發(fā)表于 2025-3-25 23:18:33 | 只看該作者
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
26#
發(fā)表于 2025-3-26 00:37:52 | 只看該作者
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
27#
發(fā)表于 2025-3-26 07:40:04 | 只看該作者
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
28#
發(fā)表于 2025-3-26 10:16:13 | 只看該作者
29#
發(fā)表于 2025-3-26 13:38:29 | 只看該作者
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
30#
發(fā)表于 2025-3-26 19:53:29 | 只看該作者
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
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