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Titlebook: Current Trends in Civil Engineering; Select Proceedings o Job Thomas,B.R. Jayalekshmi,Praveen Nagarajan Conference proceedings 2021 The Edi

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51#
發(fā)表于 2025-3-30 09:10:22 | 只看該作者
52#
發(fā)表于 2025-3-30 13:15:09 | 只看該作者
53#
發(fā)表于 2025-3-30 19:31:44 | 只看該作者
54#
發(fā)表于 2025-3-30 22:39:05 | 只看該作者
250 Keywords Personalmanagemente seismic coefficient method as described in IS 1893: 2002. The study has been conducted in complete conformity with various provisions in Indian Standards as Code of Practice for plain and reinforced concrete IS 456-2000 [.].
55#
發(fā)表于 2025-3-31 03:48:30 | 只看該作者
250 Keywords Personalmanagementffort has been taken to identify the various parameters that affect the condition of the pavement and different tools used for modeling based on the literature review. The different tools for modeling include regression models, Markovian probabilistic process, multi-attribute utility theory, soft computing techniques, etc.
56#
發(fā)表于 2025-3-31 05:53:02 | 只看該作者
250 Keywords Personalmanagementce is modified for different entrance roundness values. The influence of entrance roundness on cavitation characteristics is analysed and the optimum value of entrance roundness for minimizing cavitation is obtained.
57#
發(fā)表于 2025-3-31 11:45:00 | 只看該作者
58#
發(fā)表于 2025-3-31 16:36:41 | 只看該作者
59#
發(fā)表于 2025-3-31 20:35:08 | 只看該作者
,Investigation of Bolted Beam–Column Steel Connections with RBS Subjected to Cyclic Loading,namic performance investigation of bolted beam–column steel connections with RBS was done by means of a three-dimensional FE model using ANSYS 16.1 Workbench. The performance of bolted beam–column connection with different RBS cut under cyclic loading was investigated.
60#
發(fā)表于 2025-4-1 01:23:52 | 只看該作者
Effect of Shock Absorbers in Enhancing the Earthquake Resistance of a Multi-storeyed Framed Buildine seismic coefficient method as described in IS 1893: 2002. The study has been conducted in complete conformity with various provisions in Indian Standards as Code of Practice for plain and reinforced concrete IS 456-2000 [.].
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