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Relevant bibliographies by topics / Integrative caculation

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Journal articles

Academic literature on the topic 'Integrative caculation'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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Journal articles on the topic "Integrative caculation"

1

Liu, Jie, and Yan Yan Zhang. "A Caculation Method Discussion of Vertical Bearing Capacity on End Post-Grouted Drilled Piles." Advanced Materials Research 243-249 (May 2011): 1033–37. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1033.

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This article establishes a circular truncated cone model of the post-grouted induration end,brings forward a integrative influence coefficient and edtablishes a simple vertical bearing capacity caculation formula of post-grouted piles with the broaden diameter caculating the end resistance of the pile, which has considered the influence of mortar volumn.According to a certain number of engineering experiment,the tesults derived from this formula can fit the static loading test bearing capacity of the post-grouted drilled piles well,which can provides a certain engineering practical reference v

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2

Wu, Jie, Wei Dong Yang, and Zhi Hao Yu. "An Examination of Blade Load Calculations Based on Rigid-Flexible Coupling Model." Applied Mechanics and Materials 275-277 (January 2013): 741–45. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.741.

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Based on the finite rotation hypothesis, a rigid-flexible coupling dynamic model is developed. It introduces three rigid degrees of freedom with respect to classical moderate deflection beam theory. With quasi-steady theory and pre-described wake model, aerodynamic forces are tightly coupled with structural motions. Structural forces and moments are computed while equations of motions are solved. Sectional loads by three load caculation methods are examined by the analysis results of BO105 and the flight test data of the SA349/2 helicopter. Force integration method can handle vast ranges of co

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3

Hou, Hetao, Canxing Qiu, Zhonglong Lv, and Yanfei Sun. "Cyclic Behavior of Steel Frames Infilled with Composite Panels: Experimental and Numerical." Open Civil Engineering Journal 7, no. 1 (2013): 196–204. http://dx.doi.org/10.2174/1874149501307010196.

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For studying the hysteretic behavior of steel frames with sandwich composite (SC) panels, an experiment was implemented. A full scale one-bay and one storey specimen was tested under cyclic loading. Seismic behaviors were evaluated in line with the failure pattern and damage process of the specimen. Based on the experimental data, hysterics loops, skeleton curves, curves of strength degradation, and curves of stiffness degradation, ductility index and viscous damping coefficient were obtained. It is indicated that although the failures of panels mostly occurred around the embedded parts, SC pa

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4

LIu, Zhu, and Chun Tang. "Characterizing Protein Dynamics with Integrative Use of Bulk and Single-Molecule Techniques." October 2, 2017. https://doi.org/10.1021/acs.biochem.7b00817.

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Lys63-linked diubiquitin dynamically interconverts among three conformational states. The ensemble structures of this multi-domain protein can be determined through conjoined refinement against single-molecule fluorescence resonance energy transfer (smFRET), cross-linking coupled with mass spectrometry (CXMS) and small-angle X-ray scattering (SAXS) restraints. The smFRET and CXMS restraints for ensemble structures modeling are uploaded here and the SAXS restrains are deposited to SASBDB with SASDCG7 accession code. The atomic coordinates for the conformation closest-to-mean in each state is de

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5

LIu, Zhu, and Chun Tang. "CXMS and smFRET restraints for the ensemble structure determination of Lys63-linked diubiquitin." October 10, 2017. https://doi.org/10.5281/zenodo.1006721.

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Abstract:

Lys63-linked diubiquitin dynamically interconverts among three conformational states. The ensemble structures of this multi-domain protein can be determined through conjoined refinement against single-molecule fluorescence resonance energy transfer (smFRET), cross-linking coupled with mass spectrometry (CXMS) and small-angle X-ray scattering (SAXS) restraints. The smFRET and CXMS restraints for ensemble structures modeling are uploaded here and the SAXS restrains are deposited to SASBDB with SASDCG7 accession code. The atomic coordinates for the conformation closest-to-mean in each state is de

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