scholarly journals Calculation and Analysis of Truss Internal Force Based on Beam Element

2022 ◽  
Vol 2148 (1) ◽  
pp. 012041
Author(s):  
Yao Zhang ◽  
Jun Dong ◽  
Guohua Li ◽  
Xiufang Wang
Keyword(s):  
Reference Value ◽  
Order Effect ◽  
Internal Force ◽  
Truss Structures ◽  
Force Analysis ◽  
Angular Deformation ◽  
Truss Model ◽  
Internal Forces ◽  
Almost All ◽  
The Ideal

Abstract For plane truss structure, starting from the analysis of ideal truss model, the influence of tangential deformation and angular deformation on the secondary internal force of the truss is fully considered through Python program. It is obtained through analysis that: in the ideal truss model, the Pδ second-order effect causes the member to produce tangential deformation and angular deformation, resulting in secondary internal forces. Numerical analysis shows that due to the influence of secondary internal force, the axial force error of ideal truss model can reach 19.731% and the secondary shear force is almost all the members of the truss, and the secondary moment only appears at the support. The research results have important reference value for the engineering design and high-precision internal force analysis of truss structures.

scholarly journals Seismic analysis on cross joint of utility tunnel

2019 ◽  
Vol 295 ◽  
pp. 03004
Author(s):  
Chang-xiang Wang ◽  
Meijing Wang ◽  
Jianwen Liang
Keyword(s):  
Seismic Analysis ◽  
Time History ◽  
Reference Value ◽  
Internal Force ◽  
Analysis Model ◽  
Finite Element Software ◽  
History Analysis ◽  
Internal Forces ◽  
Utility Tunnel ◽  
The Cross

The finite element software ABAQUS is used to establish the seismic time-history analysis model of the utility tunnel joints. The viscoelastic boundary is employed to input the seismic wave through the equivalent nodal force. Considering the nonlinearity of the soil and concrete materials, the internal force of the cross-shaped utility tunnel is calculated, and the influence effect and influence range of the cross joints of the utility tunnel are also studied. Studies have shown that the internal forces near the cross joints increase significantly. The research has certain reference value for the seismic design of the cross joints in utility tunnel.

Seismic Analysis of Nuclear Project for Joint between Intake Tunnel and Circumfluence Groove

2012 ◽  
Vol 594-597 ◽  
pp. 1219-1225
Author(s):  
Jie Zhao ◽  
Gui Xuan Wang ◽  
Xu Hua Lu
Keyword(s):  
Seismic Analysis ◽  
Time History ◽  
Reference Value ◽  
Internal Force ◽  
Analysis Method ◽  
Load Effect ◽  
History Analysis ◽  
Temperature Load ◽  
Internal Forces ◽  
Dynamic Time

By adopting dynamic time-history analysis method, the seismic analysis for the joint between intake tunnel and circumfluence groove is performed by FLAC3D. Aiming at the mechanical characteristics of this structure and rocky features, according to the design scheme, the analysis of seismic response is carried out, on the base of which envelopes of internal forces are given in this paper. The results show that change of the temperature has much influence on internal force in the same load effect combination. Temperature load also change the direction of internal force in some part. For the similar anti-seismic design, this paper has certain reference value and guiding sense.

scholarly journals Pembesaran Gaya Dalam dan Rasio Kekuatan Elemen Struktur Baja untuk berbagai Zona Gempa di Indonesia. (Hal. 74-84)

2019 ◽  
Vol 5 (1) ◽  
pp. 74
Author(s):  
Kamila Shaomi Nazila ◽  
Kamaludin Kamaludin
Keyword(s):  
Steel Structure ◽  
Internal Force ◽  
Building Structure ◽  
Force Analysis ◽  
Earthquake Loads ◽  
Load Variations ◽  
Earthquake Load ◽  
Magnification Ratio ◽  
Internal Forces ◽  
The Moment

ABSTRAKStruktur bangunan dapat dikatakan kuat jika dapat memikul semua beban salah satunya, beban gempa. Waktu mendesain struktur akibat beban gempa lebih lama daripada akibat beban tanpa gempa. Penelitian ini bertujuan untuk memprediksi pembesaran gaya dalam dan prediksi rasio kekuatan pada struktur akibat adanya beban tanpa gempa. Penelitian ini dilakukan terhadap gedung 10 lantai dengan material baja. Tujuh model variasi beban pada gedung sebagai berikut: beban tanpa gempa,beban tanpa gempa dan percepatan 0,2 ; 0,4 ; 0,6 ; 0,8 ; 1,0 ; juga 1,2 . Analisis gaya dalam dan pengecekan kekuatan struktur bangunan menggunakan software ETABS 2015. Hasil yang diperoleh pada balok yaitu, gaya lentur ( ) dengan pembesaran momen maksimum kurang lebih 0,9 kali terhadap momen akibat beban tanpa gempa. Pembesaran momen relatif antar variasi beban kurang lebih 1,2. Hal ini mengakibatkan rasio untuk desain awal kurang lebih 30% untuk daerah gempa kuat.Kata kunci: struktur baja, beban gempa, pembesaran momen, pembesaran rasio. ABSTRACTThe structure of the building can be said to be strong if it can carry all the loads, such as the earthquake loads. Time to design structures due to earthquake loads is longer than without earthquakes loads. This study aims to predict the magnification of internal forces and the ratio of strength to structures due to without earthquake loads. This research was conducted on 10-storysteel building. Seven models of load variations in the building are as follows: load without earthquake, load without earthquake and acceleration of 0.2 , 0.4 , 0.6 , 0.8 , 1.0 , and 1.2 . The internal force analysis and checking of building structure strengthare using ETABS 2015. The results obtained that flexural force ( ) with a maximum moment magnification of approximately 0.9 times the moment due to without earthquake loads on the beam. Enlargement of relative moments between load variations is approximately 1.2. Therefore, ratio of the initial design is approximately 30% for strong earthquake areas. Keywords: steel structure, earthquake load, moment magnification, ratio enlargement.

Considerations in the Internal Force Analysis of Slider-Crank Machines

2005 ◽  
Author(s):  
Samuel Doughty
Keyword(s):  
Equations Of Motion ◽  
Angular Acceleration ◽  
Internal Force ◽  
System Of Equations ◽  
Engineering Analysis ◽  
Force Analysis ◽  
Connecting Rod ◽  
Mass Moment ◽  
Mass Moment Of Inertia ◽  
Internal Forces

In the analysis of internal forces for a slider–crank machine, writing the equations of motion is just the beginning. There are many engineering analysis decisions to be made regarding the handling of the crank angular acceleration, modeling of the connecting rod mass moment of inertia, and the approach to the solution of the resulting system of equations. Over the years, each of these have been handled in various ways, not all of then entirely correct. This paper looks at the various options and makes a critical review of the various practices. The intent is to encourage all engineering analysts to review the assumptions and methods of the software that they routinely use.

DFT Benchmark Study of the O--O Bond Dissociation Energy in Peroxides Validated with High-Level Ab-Initio Calculations

2019 ◽  
Author(s):  
Danilo Carmona ◽  
Pablo Jaque ◽  
Esteban Vöhringer-Martinez
Keyword(s):  
Reference Value ◽  
Basis Set ◽  
Basis Sets ◽  
Mean Deviation ◽  
Bond Dissociation ◽  
Dissociation Energies ◽  
The Mean ◽  
Experimental Values ◽  
High Level ◽  
Almost All

<div><div><div><p>Peroxides play a central role in many chemical and biological pro- cesses such as the Fenton reaction. The relevance of these compounds lies in the low stability of the O–O bond which upon dissociation results in radical species able to initiate various chemical or biological processes. In this work, a set of 64 DFT functional-basis set combinations has been validated in terms of their capability to describe bond dissociation energies (BDE) for the O–O bond in a database of 14 ROOH peroxides for which experimental values ofBDE are available. Moreover, the electronic contributions to the BDE were obtained for four of the peroxides and the anion H2O2− at the CBS limit at CCSD(T) level with Dunning’s basis sets up to triple–ζ quality provid- ing a reference value for the hydrogen peroxide anion as a model. Almost all the functionals considered here yielded mean absolute deviations around 5.0 kcal mol−1. The smallest values were observed for the ωB97 family and the Minnesota M11 functional with a marked basis set dependence. Despite the mean deviation, order relations among BDE experimental values of peroxides were also considered. The ωB97 family was able to reproduce the relations correctly whereas other functionals presented a marked dependence on the chemical nature of the R group. Interestingly, M11 functional did not show a very good agreement with the established order despite its good performance in the mean error. The obtained results support the use of similar validation strategies for proper prediction of BDE or other molecular properties by DF Tmethods in subsequent related studies.</p></div></div></div>

Structural Analysis and Internal Force Calculation of Variable Cross-Section Silo

2012 ◽  
Vol 446-449 ◽  
pp. 429-434
Author(s):  
Rui Ting Ma
Keyword(s):  
Cross Section ◽  
Variable Cross Section ◽  
Internal Force ◽  
Variable Cross ◽  
Axially Symmetric ◽  
Internal Forces ◽  
Differential Element ◽  
Symmetric Load ◽  
Force Calculation ◽  
Constant Section

In this paper, the differential element of constant-section silo wall suffering from axially symmetric load is analyzed. From the results of constant-section silo, the author derives the displacements and internal forces of variable cross-section silo. Through a specific example, this paper compares the displacements , internal forces and concrete consumption of variable cross-section silo with those of constant-section silo, and discusses the merits of variable cross-section silo.

Mechanical Model of Pelletization in the Impressing Roller System

2013 ◽  
Vol 732-733 ◽  
pp. 348-351
Author(s):  
Xiao Peng Huang ◽  
Fang Xin Wan ◽  
Jing Feng Wu
Keyword(s):  
Research Result ◽  
Reference Value ◽  
Force Balance ◽  
Total Force ◽  
Force Analysis ◽  
Forming Mechanism ◽  
Material Layer ◽  
Work Area ◽  
Function Relationship ◽  
Roller System

By the force analysis of alfalfa grass powder material layer in work area of circular mould pelletizing system, grass pellet briquetting mechanism when alfalfa grass powder pass work area was explained, function relationship between the thickness of material layer and the circular mould angle was established, force balance equation of material layer differentiation unit under the general conditions was deduced, and the total force of material layer applied by circular mould was obtained. Research result has practical meaning for guiding the process test of grass pellet product and optimizing product structure, and has a certain theoretical reference value for in-depth revealing granulating forming mechanism of hoop standard granulator.

scholarly journals Percepción de los entrenadores de alto rendimiento de atletismo: caracterización de su perfil polifacético (Perception of high performance track and field coaches: characterization of their multifaceted profile)

Retos ◽  
2015 ◽  
pp. 42-47
Author(s):  
Angeles Filgueira Perez
Keyword(s):  
High Performance ◽  
Target Population ◽  
Track And Field ◽  
Personal Qualities ◽  
High Level ◽  
Almost All ◽  
Methodological Aspects ◽  
The Ideal

En el presente estudio se ha tratado de obtener una aproximación al perfil ideal del entrenador de alto rendimiento en atletismo. En el mundo del deporte de alta competición, el entrenador debe desarrollar funciones de maestro, técnico y líder, lo cual hace difícil delimitar sus competencias (conocimientos, habilidades y cualidades personales). Por tanto, la principal motivación de este trabajo es establecer el papel que debe desempeñar el entrenador para la preparación física, técnica, táctica, psicológica y moral del deportista de alto nivel. Para ello, se ha considerado como población objeto de estudio al conjunto de entrenadores de alto rendimiento que en el momento de la investigación estuviesen activo, ya que interesaba realizar este estudio desde su propia perspectiva. Los datos recogidos forman parte de una investigación más amplia, llevada a cabo mediante encuesta, para la que se diseñó un cuestionario de 78 preguntas en el que se abarcaban tres temas: el perfil del entrenador y del deportista, así como la figura del formador de entrenadores en el Practicum. En este trabajo nos centramos en el primer tema y el análisis de la información obtenida nos permite concluir que la que práctica totalidad de los entrenadores de atletismo consideran necesario dominar con precisión los aspectos técnico-metodológicos. Además, consideran que su ética profesional debe estar regida por los principios de autonomía y beneficencia, de modo que valores como la honestidad y la justicia deben primar en el desarrollo de sus funciones.Abstract: In the current study, we have tried to get an approximation of the ideal profile of high performance coaches in athletics. In the high-level sports world, the coach must develop the role of teacher, technician and leader,  which makes it difficult to delimit  his/her competencies (knowledge, skills and personal qualities). Therefore, the main motivation of this work is to define the role that the coach plays in relation  to the physical, technical, tactical, psychological and moral preparation of elite athletes. Keeping this aim as an objective, we have considered as the target population the high performance coaches who are active at the time of the investigation, since we were interested  in knowing their own perspective. The data that was collected is a part of a wider investigation, conducted by a survey, for which we designed a questionnaire of 78 questions divided on three topics: the profile of the coach and the athlete, as well as the figure of the coach educator in the Practicum. In this work, we focus on the first topic and the analysis of the information that we obtained allows us to conclude that almost all the track and field coaches find it necessary to dominate the technical and methodological aspects. They also consider that professional ethics must be governed by the principles of autonomy and care that values   like honesty and justice must prevail in the performance of their work.

scholarly journals INTEGRATION OF SURVEYING TECHNIQUES TO DETECT THE IDEAL SHAPE OF A DOME: THE CASE OF THE ESCUELAS PÍAS CHURCH IN VALENCIA

2019 ◽  
Vol XLII-2/W9 ◽  
pp. 39-43
Author(s):  
S. Artese ◽  
J. L. Lerma ◽  
J. Aznar Molla ◽  
R. M. Sánchez ◽  
R. Zinno
Keyword(s):  
Laser Scanning ◽  
3D Model ◽  
Three Dimensional ◽  
Historical Building ◽  
Software Packages ◽  
Similarities And Differences ◽  
3D Documentation ◽  
Almost All ◽  
The Church ◽  
The Ideal

<p><strong>Abstract.</strong> The three-dimensional (3D) documentation and surveying of cultural heritage can be carried out following several geomatics techniques such as laser scanning and thermography in order to detect the original 3D shape after applying reverse engineering solutions. In almost all cases, the integration of data collected by different instruments is needed to achieve a successful and comprehensive 3D model of the as-built architectural shape of the historical building. This paper describes the operations carried out by the authors to determine the as-built 3D model of the Escuelas Pias Church, related namely to the dome and circular nave. After the description of the church and historical notes, attention will be driven to the indirect registration results obtained with three different laser scanning software packages, highlighting similarities and differences, and the consequences while generating meshes. The 3D model carried out will then be described and the results of some investigations with regard to the hypotheses about the design of the dome and the origin of the alterations will be presented.</p>

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