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Titlebook: Advances in Structural Mechanics and Applications; Proceedings of ASMA- José António Fonseca de Oliveira Correia,Satyabrat Conference proce

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樓主: 拖累
41#
發(fā)表于 2025-3-28 15:57:32 | 只看該作者
42#
發(fā)表于 2025-3-28 19:40:16 | 只看該作者
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
43#
發(fā)表于 2025-3-29 02:43:51 | 只看該作者
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
44#
發(fā)表于 2025-3-29 04:39:24 | 只看該作者
45#
發(fā)表于 2025-3-29 10:45:33 | 只看該作者
46#
發(fā)表于 2025-3-29 14:25:51 | 只看該作者
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
47#
發(fā)表于 2025-3-29 16:47:38 | 只看該作者
48#
發(fā)表于 2025-3-29 22:14:22 | 只看該作者
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
49#
發(fā)表于 2025-3-30 03:37:57 | 只看該作者
50#
發(fā)表于 2025-3-30 07:54:40 | 只看該作者
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
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