Servile
发表于 2025-3-27 00:48:53
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Nerve-Block
发表于 2025-3-27 03:10:34
Effect of Pile Layout and Pile Cap Thickness on Load Distribution in Pilesa pile group. Study has been done considering square and rectangular pile cap configurations with different pile cap thickness being considered for each pile arrangement pattern. Each of these models is analyzed under axial load and biaxial moments to find out the variation in pile reactions. The ba
摘要记录
发表于 2025-3-27 09:12:52
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molest
发表于 2025-3-27 09:28:44
Performance Estimation of Solid and Punched Shear Wall Buildings with Two Modelling Techniquesral deformations. Various modelling techniques are available to model shear wall in computer models, viz. nonlinear layered shell elements, wide column, fibre elements or truss elements. The accuracy of results and time required for the analysis depends on the modelling technique adopted. In the pre
altruism
发表于 2025-3-27 14:51:09
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整顿
发表于 2025-3-27 18:59:19
Robust Optimal Design of Buried Reinforced Concrete Pipe in Trenchless Construction Under Bounded Tyty life. In the present paper, a Robust Design Optimization (RDO) approach under uncertainty of such buried concrete pipeline is presented incorporating seismic effect. Often sufficient reliable data is unavailable for such problems to treat the involved parameters probabilistically. Hence, these pa
EWE
发表于 2025-3-28 01:57:23
Numerical Study on Flexural Capacity of Biaxial Hollow Slabystem is mainly used as reinforced concrete flat slab. Its main advantage is reduction in self-weight (about 30–50%). However, the presence of voids reduces the area of slab concrete, which leads to reduction in the flexural stiffness and shear resistance. In this study, simulations were carried out
单调性
发表于 2025-3-28 05:50:17
Issues on Design Shear Strength of RC Deep Beams maximum shear strength equation of ACI code is same for both concentrated and uniformly distributed loading cases. The effect of . needs to be accounted for properly. Second, the effect of size, tension reinforcement and limitations on compressive strength of concrete result in either overestimatio
Mendacious
发表于 2025-3-28 09:39:15
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雀斑
发表于 2025-3-28 12:50:01
Pylon Shape Analysis of Cable-Stayed Bridgespends on its characteristic behavior. The structure is of nonlinear nature and highly indeterminate. The analysis demands various elements of cable-stayed bridge to be modeled properly so as to represent the actual behavior of structures as close as possible. In the present work, various aspects of