Three-dimensional dynamic response of infinite plate resting on multilayered orthotropic foundation under moving loads. [PDF]
PLoS ONEIn response to the dynamic response of layered foundation pavement structures caused by traffic loads, a three-dimensional coupled model of an infinite elastic plate on an orthotropic layered foundation under moving loads is established.
Chun-Li Zhang +3 more
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Study on Static Analytical Method of Multi-Tower Self-Anchored Suspension Bridge
Applied Sciences, 2022 Based on the deflection theory and the characteristics of multi-tower self-anchored suspension bridges, considering the influence of longitudinal stiffness of main tower and bending effect of stiffening beam, the equilibrium differential equation and ...
Yong-jian Chen +3 more
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Modified Deflection Theory for Preliminary Design of Self-Anchored Suspension Bridges
The Baltic Journal of Road and Bridge Engineering, 2023 A modified deflection theory is developed for preliminary design of self-anchored suspension bridges. The proposed theory modifies the questionable approach of the existing theory considering the initial fabrication camber and overcomes the limitation ...
Minmao Liao, Huaili Peng
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Control effect analysis for arch auxiliary system on long term deflection of long span prestressed concrete continuous beam bridge [PDF]
E3S Web of Conferences, 2021 In order to explore the control effect of arch assisted system on long-term deflection of long-span PC continuous girder bridge, an evaluation framework of long-term deflection control effect is proposed. Firstly, the functional relationship between long-
Zhang J D, Wang X X, Lu Z. Y.
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An Improved Mathematical Theory for Designing Membrane Deflection-Based Rain Gauges
Mathematics, 2023 This paper is devoted to developing a more refined mathematical theory for designing the previously proposed membrane deflection-based rain gauges. The differential-integral equations governing the large deflection behavior of the membrane are improved ...
Jun-Yi Sun, Ning Li, Xiao-Ting He
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The use of the surface location approach in the modeling of periodically nonhomogeneous slender visco-elastic beams [PDF]
Acta Scientiarum Polonorum. Architectura, 2021 The aim of the study is to develop an analytical reformulation the known theory for thin periodically nonhomogeneous viscoelastic beams, which should to form the basis for the planned research of the full beam dispersion relation.
Dorota Kula
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Axioms, 2023 Hořava has proposed a renormalizable gravity theory with higher spatial derivatives in four dimensions. This theory may be regarded as a UV complete candidate for general relativity.
Safiqul Islam, Farook Rahaman
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Damage Creep Analysis and Instability Delay Time of Ultrahigh pillar considering Initial Transverse Deformation [PDF]
E3S Web of Conferences, 2019 According to the ultrahigh pillar structure and mechanical characteristics, considering the initial geometric deviation caused by mining disturbance, the simplified model of the pressure bar is established. Based on elastic-plastic theory, the deflection
Qi Wei, Fu Jian-xin, Song Wei-dong
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Prediction of Deflection of Shear-Critical RC Beams Using Compatibility-Aided Truss Model
Applied Sciences, 2021 This study proposes a method for predicting the deflection of shear-critical reinforced concrete (RC) beams. Shear deterioration of shear-critical RC beams occurs before flexural yielding.
Sang-Woo Kim
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Meikuang Anquan, 2021 To explore principal stress deflection effect on the stability of fault, based on the theory of internal stress field, the reason of principal stress deflection is explained, the mechanical structure model is established to calculate the internal and ...
DONG Shuangyong, LI Wenzhou
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