Relevant bibliographies by topics / Static members

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Static members'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Static members.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Static members"

1

Zhang, Chenhui, and Changgen Deng. "Static behaviors of buckling-monitoring members." Engineering Structures 178 (January 2019): 55–69. http://dx.doi.org/10.1016/j.engstruct.2018.09.086.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Ying, Wudang, Changgen Deng, and Chenhui Zhang. "Static Behaviors and Applications of Buckling Monitoring Members with Rigid Ends." Processes 9, no. 5 (2021): 836. http://dx.doi.org/10.3390/pr9050836.

Full text
Abstract:
The buckling of compression members may lead to the progressive collapse of spatial structures. Based on the sleeved compression member, the buckling monitoring member is introduced to control the buckling of compression member and raise buckling alert by sensing contact between the core tube and the restraining tube. Considering the rigid connection among the members in spatial structures, the buckling monitoring member with rigid ends needs to be further analyzed. An experimental test was conducted and finite element analyses were performed with calibrated finite element models. The results indicated that the ultimate bearing capacity and post-ultimate bearing capacity of the core tube were enhanced due to the restraint from the restraining tube. The contact was successfully sensed by pressure sensor, revealing that it sensed the buckling of the core tube. Parametric studies were conducted, indicating that the core protrusion, core slenderness ratio, the gap between the core tube and restraining tube, and the flexural rigidity ratio are the key parameters affecting the bearing capacity and the failure modes of the buckling monitoring member, and some key values of parameters were proposed to obtain good bearing capacity. Based on the parametric studies, the failure modes of buckling-monitoring members are summarized as global buckling and local buckling. The stress distribution and deformation mode of buckling monitoring members are presented in the non-contact, point-contact, line-contact, reverse-contact and ultimate bearing state. The buckling monitoring member is applied in a reticulated shell by substituting the buckling members. It can effectively improve the ultimate bearing capacity of reticulated shell.
APA, Harvard, Vancouver, ISO, and other styles
3

Liang, L. H., Zeng Liang Gao, S. N. Wang, Q. Y. Wu, J. X. Zhu, and M. B. Wu. "Structural Strength and Buckling Analysis for a Steel Derrick after its Members Removed Partly." Key Engineering Materials 353-358 (September 2007): 424–28. http://dx.doi.org/10.4028/www.scientific.net/kem.353-358.424.

Full text
Abstract:
The static strength and stability of a derrick structure (78.5m high) after its members removed partly are researched. The derrick is modeled by three-dimensional spatial beam elements based on ANSYS. By the static analysis, the strength of the derrick after its member removing partly is larger than that of the original derrick structure since some loads disappear. From the buckling analysis, it can be found that the stability reduces drastically when removing some members.
APA, Harvard, Vancouver, ISO, and other styles
4

Randl, Norbert, and Csaba Simon. "Static and Fatigue Testing of High Performance Concrete Members." IABSE Congress Report 18, no. 17 (2012): 935–42. http://dx.doi.org/10.2749/222137912805111348.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Sridharan, Srinvasan, and Yupeng Li. "Static and Dynamic Delamination of Foam Core Sandwich Members." AIAA Journal 44, no. 12 (2006): 2937–48. http://dx.doi.org/10.2514/1.20525.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Luković, Stevan. "The performance of dynamic and static investment strategies in pension funds." Ekonomski horizonti 22, no. 3 (2020): 235–49. http://dx.doi.org/10.5937/ekonhor2003235l.

Full text
Abstract:
The retirement savings process for the members of a pension fund involves regular contribution payments made by a member and/or his employer, and the investment earnings generated by following an investment strategy. After the Global Financial Crisis, the aspect of value preservation has become particularly important to members of a pension fund, thus affecting the selection of an investment strategy. In face of increasing fluctuations on the financial market, static lifecycle strategies have become an unsatisfactory solution for members of a pension fund given the absence of a response to shocks on the financial market. In the paper, a comparative analysis of the performance of dynamic and static lifecycle strategies is carried out using bootstrap resampling in order to simulate investment returns and VaR indicators so as to assess the risk of an adverse financial outcome at retirement. The results of the analysis indicate the fact that dynamic lifecycle strategies generate more favorable financial results than static lifecycle strategies do, with a slightly increased likelihood of generating extremely unfavorable outcomes.
APA, Harvard, Vancouver, ISO, and other styles
7

Yang, Wenwei, Jiankang Lin, Ni-na Gao, and Ruhao Yan. "Experimental Study on the Static Behavior of Reinforced Warren Circular Hollow Section (CHS) Tubular Trusses." Applied Sciences 8, no. 11 (2018): 2237. http://dx.doi.org/10.3390/app8112237.

Full text
Abstract:
For truss structures, the question of whether to weld hidden welds or not has been controversial. In the actual construction process of truss structures, the members are usually spot welded in place on the assembly platform, and then welded as a whole, while the hidden welds of the truss are not welded, especially for small pipe diameter trusses. Furthermore, in this study, under hidden weld unwelded conditions, two kinds of reinforcing method (adding a half outer sleeve on each joint and filling concrete into the chord members) are adopted to achieve the purpose of strengthening the truss. Therefore, this paper presents an experimental study on the static behavior of four types of Warren tubular trusses made of CHS members. These four types are (1) T-HW: The truss with hidden welds welded; (2) T-HN: The truss with hidden welds unwelded; (3) TS-AS: The truss strengthened on the basis of T-HN by adding a half outer sleeve on each joint; (4) TS-FC: The truss strengthened on the basis of T-HN by filling concrete into the top and bottom chord members. The mechanical behavior, failure mode, bearing capacity, and load-displacement of all specimens were investigated. The surface plasticity of the bottom chord member, the weld fracture around tubular joints at the bottom chord member, and the bending deformation of the bottom chord member were observed in the tests. Compared with the T-HW specimen, the load carrying capacity of the T-HN specimen decreased by 18%. On the other hand, the T-HN specimen has better deformability than the T-HW specimen. The reinforcing method of adding a half outer sleeve on each joint and filling concrete into the chord members can effectively improve the load carrying capacity and stiffness of the truss, thus reducing the overall deformation of the truss, but the reinforcing method of filling concrete into the chord members is more efficient.
APA, Harvard, Vancouver, ISO, and other styles
8

Rezania, Javid, and Peyman Torkzadeh. "Evaluation of Progressive Collapse Performance in Double layer Diamatic Domes." Civil Engineering Journal 5, no. 10 (2019): 2167–79. http://dx.doi.org/10.28991/cej-2019-03091402.

Full text
Abstract:
Double-layer spatial domes are one of the most common spatial structures, the stability and progressive collapse of which are of great importance in design, construction and maintenance of such special structures. In this paper considering three loading cases and two types of support conditions, the collapse behaviour of double layer Diamatic dome has been investigated utilizing non-linear static analysis and alternate path method usage. In order to modelling compressive member behaviour, effective buckling modes have been obtained by eigenvalue buckling analysis for all of the members. Behaviour of compressive members has been obtained via definition of initial imperfection and non-linear static analysis. Riks arc-length method has been utilized for non-linear static analysis. The numerical results have indicated that reducing the number of the supports and focusing of load in a local area of the dome extremely impact on its vulnerability to failure, as in similar loading condition, decreasing the number of the supports reduces the capacity of damage resistance in spatial domes up to 50 percent. Investigating some models has shown that removing the critical members of the top layer has little effect on load-bearing capacity of the dome and it causes a slight failure in the structure. In this condition, structural redundancy can be considered equal to static indeterminacy. Load bearing capacity of the structure decreased up to 39 percent when compressive members of the web and bottom layers were removed. In this condition, the structure failure is considered moderate.
APA, Harvard, Vancouver, ISO, and other styles
9

Starcev-Curcin, Anka, Andrija Raseta, and Zoran Brujic. "Automatic generation of planar RC Strut-and-Tie models." Facta universitatis - series: Architecture and Civil Engineering 11, no. 1 (2013): 1–12. http://dx.doi.org/10.2298/fuace1301001s.

Full text
Abstract:
This paper presents a proposal for determining Strut-and-Tie models of reinforced concrete plane elements. For the purposes of analysis, a computer program was developed and a discrete topological optimization was applied, using a truss member for the design of the stress-strain state of the real member. The method can be used for the analysis of a part or a whole member and it is particularly suitable for the usage in the places of sudden changes of static and/or geometric characteristics of members. The general principle of the method is that compressed members replace concrete parts of the element (surface or volume) and tension members replace the reinforcement.
APA, Harvard, Vancouver, ISO, and other styles
10

Fadden, Matthew, and Jason McCormick. "Cyclic Quasi-Static Testing of Hollow Structural Section Beam Members." Journal of Structural Engineering 138, no. 5 (2012): 561–70. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000506.

Full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Static members"

1

Wong, Hang Fah. "Dynamic and static crushing of closed-hat section members." Thesis, University of Strathclyde, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.338001.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Birch, R. S. "The dynamic and static plastic collapse of structural members incorporating axial stiffening." Thesis, University of Liverpool, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234846.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Wang, Xiaobo Elgaaly Mohamed. "Behavior of steel members with trapezoidally corrugated webs and tubular flanges under static loading /." Philadelphia : Drexel University, 2003. http://dspace.library.drexel.edu/handle/1721.1/98.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Hornibrook, Debra Cay. "An Organizational Profile: Members' Understanding of Discrimination." PDXScholar, 1996. https://pdxscholar.library.pdx.edu/open_access_etds/5292.

Full text
Abstract:
Cultural diversity in the United States is an issue of concern and organizations must now learn to function effectively with an increasingly diverse workforce. Since the history of U.S. organizations is a history of institutional discrimination against most ethnic and racial groups of people and the privileging of a dominant group, managing workforce diversity now constitutes one of the most difficult and important issues human resource professionals address. This study is concerned with the issues of workforce diversity, most specifically with how organizational members understand and respond to discrimination, and the utilization of this understanding to discuss implications for diversity trainers. The study analyzed data from a workshop questionnaire administered to individuals who participated in a specific organization-wide diversity training program. Self-reported critical incidents were used in gathering data about organizational members' perceptions and understandings around discrimination. An analysis of short answer self-reported responses was conducted, followed by a analysis of themes by age, ethnicity and gender. Emergent themes suggest that most organizational members encountered discriminatory incidents in the context of ongoing relationships, suggesting that it would be important for members to consider their responses in light of future consequences for the relationship. Since there are power dimensions inherent in many situations and there is a dominant cultural perception that conflict is destructive to relationships, responding to discriminatory situations may be perceived as a very high risk behavior. Many participants had difficulty responding assertively at the time of the incident and reported feeling uncomfortable, angry, hurt, embarrassed or sad about the incident. Even after thinking about it, most were still limited in their ability to think of alternative responses. Since most discriminatory incidents occurred in the context of ongoing relationships, diversity trainers and organizations may need to include a discussion of the power dimensions involved in addressing discrimination as well as address the overall U.S. cultural perception that conflict can only damage relationships. Diversity trainers as well as organizations may want to help their members frame conflict as opportunity for relationship development and discriminatory incidents as opportunity for learning.
APA, Harvard, Vancouver, ISO, and other styles
5

Brincker, Benedikte. "Cultural foundations of the Common Foreign and Security Policy of the European Union : the case of Britain, Denmark and Germany." Thesis, London School of Economics and Political Science (University of London), 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.249596.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Pereira, Andréia Cristina Moreira. "Da vertente política à económica na CPLP: estudo de formas de estreitamento das relações económicas dos Estados Membros." Master's thesis, Instituto Superior de Ciências Sociais e Políticas, 2014. http://hdl.handle.net/10400.5/6603.

Full text
Abstract:
Tese de Mestrado em Gestão e Políticas Públicas<br>A abordagem da cooperação económica entre os Estados-membros traz à discussão a Comunidade dos Países de Língua Portuguesa CPLP, influenciada pelos laços históricos, linguísticos e culturais. O “Mercado CPLP”, com mais de 240 milhões de habitantes, presentes em quatro continentes, representa a nível mundial 3,7% da população, 4,2% do comércio mundial sendo apenas 3% inter-Comunidade. Pretende-se evidenciar as formas de promover os mecanismos de concertação: políticos, económicos e comerciais que possam ser sugeridos e aplicados como políticas de integração. A metodologia da pesquisa de natureza qualitativa, utiliza a análise documental para a colecta de dados, a técnica de análise de conteúdo para a entrevista estruturada, aplicada aos representantes da Organização e seus Membros permanentes. Denota-se o reforço no âmbito da internacionalização das economias dos países da Comunidade, primeiramente através dos distintos mercados regionais, em “clusters” como prevê a Aliança Estratégica para a Promoção do Comércio, posteriormente poderá assumir-se como bloco económico o que tem sido visto, já por várias correntes do pensamento económico como um instrumento para a melhoria do bem-estar potencial. Os pressupostos sugerem que a CPLP assuma a estratégia da coordenação, o controlo e a avaliação contínua do processo de Integração Económica em consonância com os seus princípios norteadores.<br>The approach to economic cooperation among Member States moots the Community of Portuguese Language Countries, (CPLP, in Portuguese/Language), influenced by historical, linguistic and cultural ties. The "CPLP Maket", with over 240 million inhabitants, present in 4 continents, represents 3.7% of the global population, 4.2% of world trade being only 3% inter-Community. It is intended to highlight ways to promote conciliation methods: political, economic and trade that can be suggested and applied as integration policies. The research methodology was qualitative in nature, uses document analysis for data collection, the technique of content analysis for the structured interview, applied to the representatives of the Organization and its permanent members. It is denoted that the reinforcement within the internationalization of the economies of the Member States, primarily through the various regional markets in clusters as provided by the "Aliança Estratégica para a Promoção do Comércio", later may be assumed as the economic bloc that has been seen since several currents of economic thought as a tool for improving the welfare potential. Assumptions suggest that the CPLP take the strategy of coordination, monitoring and continuous evaluation of the process of economic integration in line with its guiding principles
APA, Harvard, Vancouver, ISO, and other styles
7

Di, Marco Antonio Calogero <1981&gt. "I limiti all'autonomia procedurale degli Stati membri dell'UE in materia risarcitoria." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amsdottorato.unibo.it/4642/.

Full text
Abstract:
This work analyses the limits that the principle of State liability for damages suffered by individuals because of breach of EU law poses to the procedural autonomy of the Member States of the EU. The introductory part of this work is dedicated to the general character of the limitations EU law poses to the State’s competence in procedural matters. The first part of the research, instead, focuses on the specific limits that european law poses on the rules of procedure related to the legal regime of the right to compensation and its operating conditions; in particular, this first part explores respectively the “substantive” and “procedural” limits that EU law poses to the State’s autonomy to regulate actions for damages for breaches of EU law. The substantial limits concern the conditions of eligibility of liability and the constitutive conditions of the right to compensation; the procedural limits to the action for damages refer to the concrete organization and characteristics of the judicial action. The second part of the research is devoted to rules of procedure governing the relations between judicial remedies explicitly aimed at protecting the right to reparation and other remedies that may be relevant, both europeans and nationals. The first chapter of the second part of this work focuses on the rules governing the relations between the action for damages brought up at the national level and the remedies provided by european Treaties; finally, I explore the relations between the action for damages brought up at the national level and other remedies present in the same national juridical order. I reconstruct all the limits to the procedural autonomy of Member States concerning the right to compensation; consequently, I verify that those limits represent part of the system of internal procedures, able to guarantee the respect of european law.
APA, Harvard, Vancouver, ISO, and other styles
8

Xu, Jian. "Rehabilitation of concrete highway bridge members using fiber-reinforced composites." Thesis, Georgia Institute of Technology, 1997. http://hdl.handle.net/1853/20180.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

ANTONIOU, ARETI. "Sviluppo di una metodologia comune per valutare l'impatto delle attività criminali nell'Unione Europea." Doctoral thesis, Università Cattolica del Sacro Cuore, 2008. http://hdl.handle.net/10280/203.

Full text
Abstract:
Questa tesi affronta l'argomento dell'impatto delle attività dei gruppi criminali condotte all'interno degli Stati Membri dell'Unione europea. Negli ultimi anni l'importanza di questo argomento è stata ampiamente sottolineata soprattutto a livello europeo. La ricerca è stata possibile anche grazie alla partecipazione dell'autrice al progetto di ricerca sulla criminalità organizzata finanziato dalla Commissione europea (VI Programma Quadro) e dimostra come il mondo accademico può rispondere alla necessità di una conoscenza dell'impatto del crimine organizzato che sia comparabile a livello europeo. Si tratta di un primo tentativo di definire i criteri di una metodologia comune europea finalizzata alla misurazione dell'impatto di specifiche attività criminali, ai fini della selezione degli indicatori che rispettano tali criteri; in altre parole, questo lavoro intende offrire un primo studio comprensivo di tutti gli aspetti connessi allo sviluppo di una metodologia comune europea che misuri l'impatto delle attività criminali e di conseguenza creare la base per ulteriori ricerche sull'argomento.<br>This thesis addresses the topic of the harm caused by organised criminal activities carried out across the EU Member States. It is a topic whose importance has been widely remarked upon, in recent years, especially at EU level. This thesis - that benefits from the participation of the author in a Project on OC harm funded under the VI FP of the European Commission - shows how academics can respond to the need for a comparative knowledge on OC harm at EU level. It is a first attempt to define the criteria of a common EU methodology for measuring the harm caused by selected OC activities, and to identify indicators complying with these criteria, therefore putting forward a possible methodology. In other words, this thesis intends to provide a first comprehensive study that will bring together in a systematic way all the issues related to the development of a common EU methodology assessing the impact of OC activities and, therefore, create the basis for further research on the subject.
APA, Harvard, Vancouver, ISO, and other styles
10

Weisenburger, William. "A national survey of school board members' perceptions of efforts to control the level of violence in American schools." Diss., This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-06062008-171631/.

Full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Static members"

1

Allen, David H. Analysis of static contact in laminated composite plates using damage mechanics: Final technical report. NASA Langley Research Center, 1995.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Rossi, Lucia Serena. Le convenzioni fra gli stati membri dell'Unione europea. A. Giuffrè, 2000.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Davidson, Roger H. Congress and its members. CQ Press, 2010.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

United States. Congress. House. Committee on House Oversight. Members' Congressional handbook: Regulations governing the Member's representational allowance of the U.S. House of Representatives, 104th Congress. The Committee, 1995.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Davidson, Roger H. Congress and its members. 8th ed. CQ Press, 2002.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

J, Oleszek Walter, and Lee Frances E, eds. Congress and its members. CQ Press, 2008.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

inc, Congressional Quarterly, ed. Members of Congress since 1789. 3rd ed. Congressional Quarterly, 1985.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

Goehlert, Robert. Members of Congress: A bibliography. Congressional Quarterly, 1996.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

Fumagalli, Luigi. La responsabilità degli stati membri per la violazione del diritto comunitario. Giuffrè, 2000.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

Vacca, Michele. La politica comunitaria dell'ambiente e la sua attuazione negli stati membri. A. Giuffrè, 1992.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "Static members"

1

Olsson, Mikael. "Static Members." In C++17 Quick Syntax Reference. Apress, 2018. http://dx.doi.org/10.1007/978-1-4842-3600-0_17.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Lacroix, Roger. "Partially Prestressed Concrete Members Under Static Loading." In Partial Prestressing, From Theory to Practice. Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4438-1_5.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Naaman, Antoine E. "Partially Prestressed Concrete Members under Static Loading: American Perspective." In Partial Prestressing, From Theory to Practice. Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4438-1_4.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Kaveh, Ali, Hossein Rahami, and Iman Shojaei. "Static Analysis of Near-Regular Skeletal Structures: Additional Members." In Swift Analysis of Civil Engineering Structures Using Graph Theory Methods. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-45549-1_3.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Lee, Kil Sung, and In Young Yang. "The Static Collapse Characteristics of CFRP Side Members Due to Stacking Condition." In Experimental Mechanics in Nano and Biotechnology. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-415-4.1055.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Holub, Jan, and Pavel Maňas. "Design Tool for Static Design and Evaluation of Steel, Wood, Concrete and Masonry Members in Buildings." In Durability of Critical Infrastructure, Monitoring and Testing. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-3247-9_8.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Takashima, Katsuyuki. "Post-Quantum Constant-Round Group Key Exchange from Static Assumptions." In International Symposium on Mathematics, Quantum Theory, and Cryptography. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5191-8_18.

Full text
Abstract:
Abstract We revisit a generic compiler from a two-party key exchange (KE) protocol to a group KE (GKE) one by Just and Vaudenay. We then give two families of GKE protocols from static assumptions, which are obtained from the general compiler. The first family of the GKE protocols is a constant-round GKE by using secure key derivation functions (KDFs). As special cases, we have such GKE from static Ring-LWE (R-LWE), where “static” means that the parameter size in the R-LWE does not depend on the number of group members, n, and also from the standard SI-DDH and CSI-DDH assumptions. The second family consists of two-round GKE protocols from isogenies, which are proven secure from new isogeny assumptions, the first (resp. second) of which is based on the SIDH (resp. CSIDH) two-party KE. The underlying new static assumptions are based on indistinguishability between a product value of supersingular invariants and a random value.
APA, Harvard, Vancouver, ISO, and other styles
8

Thömmes, Peter. "Globales (static-Member)." In Xpert.press. Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-642-18772-8_8.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Muvdi, Bichara B., Amir W. Al-Khafaji, and J. W. McNabb. "Internal Forces In Members." In Statics for Engineers. Springer New York, 1997. http://dx.doi.org/10.1007/978-1-4612-1922-4_8.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Lazaridou, Dimitra, Anastasios Michailidis, Stefanos Nastis, Efstratios Loizou, and Aikaterini Paltaki. "How to start or be in a Union or Coperative?" In Manuali – Scienze Tecnologiche. Firenze University Press, 2020. http://dx.doi.org/10.36253/978-88-5518-044-3.34.

Full text
Abstract:
Cooperatives in the EU Member States are subject to the provisions of the Council Regulation 1435/2003. However, cooperative legislation is different among the EU states and most countries have specific rules applicable to cooperatives. There are some steps for setting up a cooperative, which are summarized in: Identification of a common economic goal for potential members, decision about the number of members recruited, their rights and responsibilities, determination of business feasibility, development of a business plan, preparation of legal papers and implementation of the business plan. In many European countries, cooperatives can have a legal status either as a cooperative society with limited or unlimited liability, as an economic interest grouping or as a joint-stock company. Most EU Member have no mandatory provision regarding the minimum capital stock or the minimum number of members for setting up a cooperative.
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Static members"

1

Melton, Hayden, and Ewan Tempero. "Static Members and Cycles in Java Software." In First International Symposium on Empirical Software Engineering and Measurement (ESEM 2007). IEEE, 2007. http://dx.doi.org/10.1109/esem.2007.25.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Karadeniz, H. "A Calculation Model for Deteriorated Members of 3D Frame Structures in the Static and Dynamic Analyses." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20971.

Full text
Abstract:
Jacket type structures in offshore structural industry consist of a large number of tubular members with various dimensions, which are joined to each other by welding that makes connections to be rigid. Diagonal members have relatively small dimensions, legs or chords have larger dimensions in general. Although the connections at joints are made rigidly, the actual joint behaviors under wave loadings are not fully rigid in the vicinity of connections due to local deformations of members having large diameters. In the short term, due to ultimate wave and earthquake loadings, some plastic deformations can also occur in members at some critical joints so that related members cannot be behave as rigidly connected and some releases of member forces occur. In the long term, fatigue damages can be observed at some joints that damaged members loose their functionality partly or fully as depending on damage rates. All these phenomena can be considered as member deterioration. A special treatment of deteriorated members can be used in the structural analysis by using a computation model that allows flexibility of damaged members at joints. The solution of this problem can be achieved by introducing a fictitious member concept, which can be derived as depending on actual member dimensions and joint configurations. The technique of using fictitious members introduces additional degrees of freedom that are not desirable in the analysis. A procedure which uses modified stiffness and mass matrices for flexibly connected members are more practical and attractive since a) no additional degrees of freedom are introduced, b) member-release and fixed-connection conditions can be directly obtained, c) a general member-end condition in any direction can be easily specified, d) a failure mechanism can be easily determined, e) in the fatigue damage calculation the load carrying capacity of the member can be used until the whole member cross-section is damaged and f) natural frequencies and mode shapes of damaged structural system can be estimated in terms of the natural frequencies and mode shapes of the undamaged structural system. The paper introduces a general formulation of a partly connected member to be used in structural analysis. For this purpose, a spring-beam element is defined using massless spring systems at member ends. An algorithmic procedure is presented to update member stiffness and mass matrices as well as member consistent load vector.
APA, Harvard, Vancouver, ISO, and other styles
3

Habel, Katrin. "Static and impact behaviour of concrete members rehabilitated with UHPFRC overlay." In 2nd International RILEM Symposium on Advances in Concrete through Science and Engineering. RILEM Publications, 2006. http://dx.doi.org/10.1617/2351580028.095.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

EISENBERGER, MOSHE. "Exact static and dynamic stiffness matrices for general variable cross section members." In 30th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1258.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Kameyama, Koki, Masatoshi Shimoda, and Takashi Morimoto. "Shape Identification for Controlling the Static Deformation of Frame Structures." In ASME 2014 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/detc2014-34265.

Full text
Abstract:
The deformation control is an important design problem in the stiffness design of structures and it also enables to give a function to the structures. This paper proposes a non-parametric, or a node-based shape optimization method based on the variational method for controlling the static deformation of spatial frame structures. As the objective functional, we introduce the sum of squared error norms to the desired displacements on specified members. Under the assumption that each member varies in the out-of-plane direction to the centroidal axis, the shape gradient function and the optimality conditions are theoretically derived. The shape gradient function is applied to a gradient method in a function space with a Laplacian smoother. With this method, an optimal free-form frame structure with smoothness can be identified for a desired static deformation. The validity and effectiveness were verified through design examples.
APA, Harvard, Vancouver, ISO, and other styles
6

Tanouye, Miranda M., and Vishesh Vikas. "Static and Stability Analysis of a Planar Compliant Tensegrity Mechanism." In ASME 2018 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/detc2018-85998.

Full text
Abstract:
Traditional tensegrity mechanisms are comprised of compressive (rigid rods) and tensile members (strings). Compliant tensegrity mechanisms (CoTM) introduce springs alongside strings and rods, allowing these structures to be more adaptable and robust. The kinematic and stability analyses of such mechanisms will facilitate better behavioral understanding for control of such structures. Generally, the kinematic analysis assumes zero-free length (ZFL) springs which facilitates simplification of equations of motion. However, a general ZFL does not exist and the relaxation of ZFL assumption for a CoTM introduces computational complexities resulting from their non-linear nature. The research considers equilibrium and stability analysis of a planar CoTM mechanism consisting of two triangular platforms connected by a compressive member and two spring elements. For an assumed numerical example, the analysis illustrates the increase in computation complexity, and non-linear behavior of equilibrium and stable solutions as assumption is relaxed from 1) both spring ZFL, to 2) one spring ZFL, and 3) no spring ZFL.
APA, Harvard, Vancouver, ISO, and other styles
7

Etemadi, Sh, A. Alasty, and G. R. Vossoughi. "Stability Analysis of Robotic Swarm With Limited Field of View." In ASME 2007 International Mechanical Engineering Congress and Exposition. ASMEDC, 2007. http://dx.doi.org/10.1115/imece2007-42062.

Full text
Abstract:
This paper presents an analytical study of swarm motion in static environments, in which, motion of the swarm is modeled as a quasi static model. Motion of each member is being affected by interactive forces and environmental effects. Interactive effects on each member could be attractive or repulsive due to being far from or close to other members respectively. Environmental effects also could be attractive or repulsive or a combination of both. The method is based on Lyapunov analysis. Two objectives are investigated through the analysis; one is to preserve the unity of swarm i.e. not losing any member through motion, and the other is to move toward attractant areas and away from repellant environmental zones. It is also considered that the visibility of members to each other and to environmental objects will fade due to the increasing distance; which is the most important characteristic of this work. Simulations of swarm motion show behaviors similar to natural swarms which verifies the vision model considered in this paper.
APA, Harvard, Vancouver, ISO, and other styles
8

Yao, Yanping. "Static and Fatigue Analysis of a Single Point Mooring Jacket." In ASME 2003 International Mechanical Engineering Congress and Exposition. ASMEDC, 2003. http://dx.doi.org/10.1115/imece2003-55241.

Full text
Abstract:
StruCAD*3D program is used to perform the static and fatigue analysis of a Single Point Mooring (SPM) jacket in the present paper. The static analysis is conducted for members and joints under operating, extreme, and ice conditions, respectively. Nominal stress for members and punching shear stress for critical joints are checked according to the allowable stress. Deterministic approach is used for the detailed fatigue analysis of this jacket, in which the direct wave loading and high frequency mooring force are linearly combined in one load case, while the low frequency mooring force is treated as separate load case. The fatigue damage is analyzed separately and added to obtain the total damage. In the damage calculation API-X’ curve and Airy wave theory is used and the fatigue life of critical tubular joints is evaluated by using appropriate safety factors. This paper can be a reference for the design and in-place safety assessment of jackets and platforms.
APA, Harvard, Vancouver, ISO, and other styles
9

Smith, Hunter, Yavuz Ayhan, and Ali Sari. "Fire Assessment of Steel Beam Members With Partial Passive Fire Protection Coverage." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-88051.

Full text
Abstract:
In offshore structures there are instances where the application of passive fire protection (PFP) is not possible or desired on certain portions of a structural member’s surface area. The most common cases are those where the top surface is left unprotected due to the presence of deck grating or plating. Current code and standard provisions on heat transfer and strength assessment of restrained flexural members are not directly applicable to these cases. Thus, a case study is presented for performing a fire assessment of a restrained plate girder subjected to jet fire impingement with the top flange surface left unprotected. To assess residual strength and perform non-linear analyses under combined thermal and static loading, a heat transfer analysis was first performed to obtain the time histories of the two dimensional heat distributions throughout the studied cross-section. The results showed that the top flange heats up rapidly and the heat conducts very slowly down the web to the rest of the cross-section, with a very large thermal gradient occurring over the height of the section. Approximate screening calculations for the cross-section, based on AISC capacity equations, indicated that the member will quickly exceed its elastic capacity and that local buckling may occur prior to yielding. Advanced non-linear finite element analysis of the mechanical response confirmed large amounts of plasticity and local buckling occur, but showed that global integrity of the member is maintained for the duration of the fire due to redundancy and catenary action. Recommendations and conclusions on analysis methods for partially protected deck members are made based on the results of this study.
APA, Harvard, Vancouver, ISO, and other styles
10

Abdolvahab, Maryam, Mostafa Zeinoddini, and Jafar Keyvani. "Preloading Effects on the Behaviour of Cylindrical Members of Jacket Platforms Subjected to Ship Impact." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29476.

Full text
Abstract:
Steel tubes are widely encountered in industrial applications and in offshore structures. This is mostly because of their superior axial load carrying performance, low resistance against fluid loads and easy handling during construction and transportation. Cylindrical structural members, however, very often happen to become subject to accidental lateral damages which are detrimental to their load carrying performance. Collision between supply ships and legs and bracings of offshore oil platforms, impact from heavy dropped objects on these members or denting during installation of marine structures are examples of such accidents. Prior to an accident, cylindrical members are usually carrying their normal operational loads. It is very important to include the effects of this service load (pre-loading) in evaluation of the behaviour of impacted member. The pre-loading may change the dynamic characteristics of the member or degrade its load carrying capacity. While the performance of cylindrical members subjected to lateral impact has been extensively researched, few studies can be found on the impact behaviour of pre-loaded tubular members. This paper reports results from a numerical study on axial pre-loading effects on the dynamic and quasi-static behaviour of cylindrical shells subjected to transverse impact loads. Results obtained appear useful for a more realistic design of tubular members and in choosing feasible and reasonable post impact repairing and strengthening schemes.
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Static members"

1

Proctor, Susan P. Health Status of Current National Guard Members. Defense Technical Information Center, 2002. http://dx.doi.org/10.21236/ada401655.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Proctor, Susan P. Health Status of Current National Guard Members. Defense Technical Information Center, 2003. http://dx.doi.org/10.21236/ada417019.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Proctor, Susan P. Health Status of Current National Guard Members. Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada393218.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Hagerty, John. 2016 AARP Member Opinion Survey State Reports. AARP Research, 2016. http://dx.doi.org/10.26419/res.00137.000.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

DEFENSE MANPOWER DATA CENTER ARLINGTON VA. March 2003 Status of Forces Survey of Active-Duty Members: Tabulations of Responses. Defense Technical Information Center, 2003. http://dx.doi.org/10.21236/ada415879.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

LOGISTICS MANAGEMENT INST MCLEAN VA. July 2002 Status of Forces Survey of Active-Duty Members: Overview of Findings. Defense Technical Information Center, 2003. http://dx.doi.org/10.21236/ada415728.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

DEFENSE MANPOWER DATA CENTER ARLINGTON VA. April 2004 Status of Forces Survey of Active-Duty Members: Tabulations of Responses. Defense Technical Information Center, 2004. http://dx.doi.org/10.21236/ada425372.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

DEFENSE MANPOWER DATA CENTER ARLINGTON VA. August 2004 Status of Forces Survey of Active-Duty Members: Administration, Datasets, and Codebook. Defense Technical Information Center, 2005. http://dx.doi.org/10.21236/ada535279.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

DEFENSE MANPOWER DATA CENTER ARLINGTON VA. August 2006 Status of Forces Survey of Active Duty Members: Administration, Datasets, and Codebook. Defense Technical Information Center, 2006. http://dx.doi.org/10.21236/ada535280.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

DEFENSE MANPOWER DATA CENTER ARLINGTON VA. April 2004 Status of Forces Survey of Active-Duty Members: Administration, Datasets and Codebook. Defense Technical Information Center, 2004. http://dx.doi.org/10.21236/ada535281.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Static members' for particular source types:
Journal articles Dissertations / Theses Books
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography