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1

Behnamfar, Farhad, Hadi Rafizadeh, and Mortza Omidi. "Innovative connections for precast concrete moment resisting frames." Bulletin of the New Zealand Society for Earthquake Engineering 48, no. 3 (2015): 204–21. http://dx.doi.org/10.5459/bnzsee.48.3.204-221.

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This research work presents new details for moment connections in precast concrete structures satisfying both design and practice criteria. In this paper the results of the numerical study on the connections are presented. For the analysis, the ANSYS software is selected because of its diversity in nonlinear analysis. By calculating the monotonic load-displacement curve of each connection, the connections are evaluated for their stiffness, strength, and ductility.
 The compressive strength of the connection concrete is taken to be 30, 35 and 40 MPa, for each round of analysis. The results
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2

Rozanova, Lyudmila. "Innovative connections: incentives, interests, barriers." Drukerovskij Vestnik, no. 5 (October 2022): 35–40. http://dx.doi.org/10.17213/2312-6469-2022-5-35-40.

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3

He, Guowen, Lehua Bi, and Xuehui Yang. "Driving Product Innovative Performance Through Network Connections: A Study Based on the fsQCA Approach." Sustainability 16, no. 24 (2024): 10815. https://doi.org/10.3390/su162410815.

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To explore how firms’ network connections improve product innovative performance (PIP) for sustainable development, this study takes 230 firms involved in product innovation as the research object, and uses the fuzzy-set qualitative comparative analysis (fsQCA) method to explore how strong ties, bridging ties, technology exchange, technology transfer, and innovation resource interaction can stimulate product innovative performance. This study has found that firms have three configurations to achieve high product innovative performance and two configurations to achieve non-high product innovati
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4

Labouche, Thomas. "Has U.S. Leadership Been Revitalized Through Barack Obama’s Innovative Use of Force?" Connections: The Quarterly Journal 11, no. 2 (2012): 37–52. http://dx.doi.org/10.11610/connections.11.2.03.

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Su, Yi, and Xue Wang. "The Influence of Entrepreneurs’ Political Connections on Enterprise Innovation Intention." International Journal of Innovation and Technology Management 17, no. 03 (2020): 2050020. http://dx.doi.org/10.1142/s0219877020500200.

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Based on the data of the Growth Enterprise Market (GEM)-listed companies in the Shenzhen Stock Exchange of China, this paper researched the influence mechanism of political connections on enterprise innovation intention. This paper is based on the theory of reciprocal exchange of social capital. The research found that the entrepreneur’s political connections are detrimental to the improvement of enterprise innovation intention, and the differentiation strategy has a mediation effect between them. Moreover, the market competition intensity of enterprise production adjusts the influence of the
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Tong, Haoxiang, and Huili Xiao. "Political Connection Impairs Enterprise Innovation: An Empirical Study Based on Chinese Private Listed Enterprises." International Journal of Economics and Finance 11, no. 7 (2019): 1. http://dx.doi.org/10.5539/ijef.v11n7p1.

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Based on various data of the private listed companies in China, this paper stuides the impact of political connections on corporate innovation capabilities. Political connection can improve corporate value, bring financing convenience, tax benefits as well as government subsidy to affiliated enterprises. On the other hand, political connection helps affiliated enterprises enter the monopoly industries, which weakens their willingness to engage in innovative activities. The empirical studies reveal that political connection has a negative innovation effect, due to it raises the entry level of e
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7

Jong, Wan Hu, and Woong Park Ji. "Composite Joints Design - Migrating from Finite Element Models to Component Models." Advanced Materials Research 716 (July 2013): 620–25. http://dx.doi.org/10.4028/www.scientific.net/amr.716.620.

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When developing innovative structural systems, designers are faced with a difficult problem when addressing connection design. While the provisions for the design of members and their failure modes are well understood and codified, the design and performance of the connections are not. Current specifications require designers to provide evidence, through either experiments or analysis and combinations thereof, that these connections will perform as intended. In this paper, the design of an innovative type of connection to concrete-filled tube columns is described. These connection are partiall
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8

Palmer, Carolin, and Victoria Cyrus. "Play hard, innovate hard? – Der Einfluss der Dunklen Triade auf Resilienz und innovatives Arbeitsverhalten." ZfKE – Zeitschrift für KMU und Entrepreneurship: Volume 68, Issue 2 68, no. 2 (2020): 99–124. http://dx.doi.org/10.3790/zfke.68.2.99.

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Zusammenfassung Entrepreneure sind die Innovatoren eines Unternehmens. Entsprechend kommt dem Verständnis der Mechanismen hinter innovativem Arbeitsverhalten der Unternehmer eine große Bedeutung zu. Auf Ebene des Entrepreneurs können hier neben kognitiven Einflüssen vor allem Persönlichkeitseigenschaften identifiziert werden. In dieser Studie werden die Zusammenhänge innovativen Arbeitsverhaltens als personale Voraussetzung innovativer Unternehmensführung zur Dunklen Triade der Persönlichkeit (Narzissmus, Machiavellismus, Psychopathie) und psychischer Widerstandsfähigkeit (Resilienz) untersuch
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9

El-Ghazaly, Hany Ahmed, and Heyad Saud Al-Zamel. "An innovative detail for precast concrete beam–column moment connections." Canadian Journal of Civil Engineering 18, no. 4 (1991): 690–710. http://dx.doi.org/10.1139/l91-084.

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A new detail is introduced for precast concrete beam-to-column moment connections. The detail consists of a connecting steel frame used to mechanically connect the threaded end protruding reinforcing bars from beam and column. The connection detail is made convenient to assemble where the erection method resembles that of steel construction. No idle crane time is necessary, since the connecting steel frame is designed to carry the beam's own weight. When the connection construction is completed, the joint functions as a moment resisting hard connection. The experimental testing program involve
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10

Hassan, Md Kamrul, Swapan Saha, and Payam Rahnamayiezekavat. "Behaviour and Design of Innovative Connections of Prefabricated CFST Columns under Tension." Sustainability 15, no. 3 (2023): 2846. http://dx.doi.org/10.3390/su15032846.

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This paper investigates the tensile behaviour of prefabricated concrete-filled steel tube (PCFST) columns with bolted connections. Innovative bolted column-column (BCC) connections are developed using standard structural bolts to simplify the construction process for the connection of two PCFST columns, especially for the corner, edge, and interior columns. The behaviour of BCC connections in PCFST columns under tension has been investigated, adopting the finite element (FE) modelling approach. Parametric studies are carried out to understand the influence of bolt arrangements (TB = 4, 6, 7, 8
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11

Hu, Jong Wan, and Ga Lam Choi. "Towards an Application of PBD Principles for Innovative Recentering Beam-to-Column Connections." Advanced Materials Research 716 (July 2013): 569–74. http://dx.doi.org/10.4028/www.scientific.net/amr.716.569.

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An unintended consequence is that some freedom in the introduction of innovative composite connections has been removed. The innovative aspects of this connection are in the use of partial restraint connections between steel beams and concrete-filled tube columns that utilize a combination of low-carbon steel and shape memory alloy components. A refined finite element model with sophisticated three dimensional solid elements was developed to conduct numerical experiments on the proposed joints to obtain the global behavior of the connection and develop simplified models. The paper argues that
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12

Das, Rajarshi, Alper Kanyilmaz, Mouad Madhouni, and Herve Degee. "Innovative One‐way Connections between I‐beams and CHS columns." ce/papers 6, no. 3-4 (2023): 1539–44. http://dx.doi.org/10.1002/cepa.2271.

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AbstractAlthough stiffeners and gusset plates are often used in conventional I‐beam‐to‐CHS‐column connections for an efficient load transfer, they usually result in high welding quantities. Directly welding the beams to the column exposes the beams to premature flange fractures and the columns to severe local distortions. Both approaches therefore hinder the use of such connections in the industry. However, if designed efficiently, the CHS connections can offer a viable solution with an excellent structural behavior in tension, compression and bending in all directions. In this context, the pr
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13

Shustov, Pavel, and Anton Berezkov. "INNOVATIVE NODAL CONNECTIONS OF STRUCTURES FROM CLT." Bulletin of the Angarsk State Technical University 1, no. 17 (2023): 269–73. http://dx.doi.org/10.36629/2686-777x-2023-1-17-269-273.

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The article discusses innovative nodal joints of structures made of cross-laminated timber (CLT), since nodal joints and their design have a great influence on the properties of building struc-tures: their load-bearing capacity, stability, fire-resistant and acoustic properties. This article discusses options for connecting to a computer from CLT: 1) TITANIUM in the corners, tracking the speed of separation and shear; 2) SLOT connecting elements for structural panels; 3) SPIDER connection and widening system for racks and floors; 4) COLUMN connection system- overlap; 5) the combined X-ray radi
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GEBREMARIAM, Hintsa, Ermias AMEDE, and Leule HAILEMARIAM. "UNLOCKING THE POTENTIAL OF EXISTING BAMBOO SCAFFOLD CONNECTIONS: A COMPREHENSIVE REVIEW ON REUSABILITY." European Journal of Materials Science and Engineering 9, no. 2 (2024): 93–108. http://dx.doi.org/10.36868/ejmse.2024.09.02.093.

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Bamboo scaffolding is a sustainable alternative to traditional scaffolding materials due to its low carbon footprint, renewability, and strength. Reusable connections are crucial to optimize its sustainability benefits. This review provides a comprehensive overview of the reusability potential of existing bamboo scaffold connections, exploring different connection types, factors influencing reusability, benefits and challenges, and current research and development efforts. Several factors influence the reusability of bamboo scaffold connections, including the design of connections to accommoda
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15

Chen, Shiming, and Toi Limazie. "Composite slim floor beams with innovative shear connections." Proceedings of the Institution of Civil Engineers - Structures and Buildings 171, no. 1 (2018): 29–37. http://dx.doi.org/10.1680/jstbu.16.00171.

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16

Spiegler, Jennifer, and Ulrike Kuhlmann. "Innovative high-strength steel construction using mixed connections." Steel Construction 11, no. 4 (2018): 272–77. http://dx.doi.org/10.1002/stco.201800017.

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17

Faleye, Olubunmi, Tunde Kovacs, and Anand Venkateswaran. "Do Better-Connected CEOs Innovate More?" Journal of Financial and Quantitative Analysis 49, no. 5-6 (2014): 1201–25. http://dx.doi.org/10.1017/s0022109014000714.

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AbstractWe present evidence suggesting that chief executive officer (CEO) connections facilitate investments in corporate innovation. We find that firms with better-connected CEOs invest more in research and development and receive more and higher quality patents. Further tests suggest that this effect stems from two characteristics of personal networks that alleviate CEO risk aversion in investment decisions. First, personal connections increase the CEO’s access to relevant network information, which encourages innovation by helping to identify, evaluate, and exploit innovative ideas. Second,
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18

Valente, Marco. "Innovative Systems for Seismic Protection of Precast Industrial Buildings." Applied Mechanics and Materials 274 (January 2013): 117–20. http://dx.doi.org/10.4028/www.scientific.net/amm.274.117.

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An innovative dissipative (INERD Pin) connection system, which was previously developed for seismic resistant X-braced steel frames, was applied to retrofit existing precast industrial buildings designed only for gravity loads. Nonlinear dynamic analyses were carried out and the effectiveness of the dissipative connection system was evaluated. The INERD Pin connection system increased both the deformation capacity and the stiffness of the buildings, reducing damage of the structural elements. In case of low seismic actions, the INERD Pin connection system especially enhanced the stiffness of t
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19

Francavilla, Antonella Bianca, Massimo Latour, Gianvittorio Rizzano, Jean-Pierre Jaspart, and Jean-Francois Demonceau. "On the Robustness of Earthquake-Resistant Moment-Resistant Frames: Influence of Innovative Beam-to-Column Joints." Open Construction and Building Technology Journal 12, no. 1 (2018): 101–11. http://dx.doi.org/10.2174/1874836801812010101.

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Background: The deformation capacity of beam-to-column connections strongly influences the robustness of earthquake-resistant Moment Resistant Frames (MRFs) when subjected to a loss-of column scenario. As a consequence, with the aim of foresee the structural response up to the failure, an accurate modelling of the ultimate behaviour of the joints is needed. Objective: In this paper, the influence of the connections on the behaviour of MRFs under a loss-of-column scenario has been analysed considering an accurate modelling of the joints. Method: In addition, in order to achieve this goal, diffe
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20

AYDIN, Abdulkadir Cüneyt. "The Analysis and Design of Semi-Rigid Connections in Steel Structures." Brilliant Engineering 6, no. 1 (2025): 1–16. https://doi.org/10.36937/ben.2025.4990.

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Semi-rigid connections in steel structures represent an essential design element that bridges the gap between fully rigid and simple pinned connections, significantly influencing the structural performance of steel frames. This paper presents a comprehensive analysis of the behavior, classification, and design considerations of semi-rigid connections, addressing their mechanical properties, historical development, and practical applications. The study explores moment-rotation relationships, load transfer mechanisms, and the effects of connection stiffness on structural stability. Additionally,
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21

Harish, H. G. Jeya, R. Krishna Kumar, and B. William Dharma Raja. "Cross Curricular Connections: An Innovative Model for Curriculum Transaction." i-manager's Journal on School Educational Technology 7, no. 3 (2012): 1–9. http://dx.doi.org/10.26634/jsch.7.3.1668.

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22

Bidulský, R., J. Bidulská, R. de Oro, et al. "Interparticle Neck Connections in Innovative Insulated Iron Powder Compounds." Acta Physica Polonica A 128, no. 4 (2015): 647–51. http://dx.doi.org/10.12693/aphyspola.128.647.

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23

Stamat, Viktoriia, and Mariia Merzlikina. "STORYTELLING AS AN INNOVATIVE MARKETING TOOL." Economic scope, no. 200 (May 9, 2025): 112–18. https://doi.org/10.30838/ep.200.112-118.

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The study explores storytelling as an innovative marketing tool that enhances brand communication by creating emotional connections with consumers, shaping an authentic image, and building trust and loyalty. In today’s digital age, when competition is intense and consumer attention is fragmented, storytelling helps brands engage audiences through compelling stories and emotional appeal, making their messages more memorable and impactful. The relevance of the topic lies in the growing demand for authenticity in brand-consumer interactions. Traditional advertising is losing influence, while digi
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ZURAIK, ABDELRAHMAN, LOUISE KELLY, and LOREN R. DYCK. "INDIVIDUAL INNOVATIVE WORK BEHAVIOUR: EFFECTS OF PERSONALITY, TEAM LEADERSHIP AND CLIMATE IN THE US CONTEXT." International Journal of Innovation Management 24, no. 05 (2020): 2050078. http://dx.doi.org/10.1142/s1363919620500784.

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This paper is the first to empirically investigate the connections between the Big Five personality factors, ambidextrous team leadership, organisational climate of US workers that supports innovation, and individual innovative work behaviour. A self-report survey was used to obtain data from 215 team members in US-based corporations. We provide an empirically tested model of the positive influence of Openness to Experiences, Extraversion and Conscientiousness personality traits on individual innovative work behaviour. Results also confirm that supervisors’ leadership behaviours and a supporti
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Jamaludin, Amril Hadri, Noorsuhada Md Nor, Amir Khomeiny Ruslan, et al. "Structural Performance Evaluation of Cross Dapped Connection for Vertical Wall to Wall Connection of Precast Wall Panel." Jurnal Kejuruteraan 36, no. 1 (2024): 307–15. http://dx.doi.org/10.17576/jkukm-2024-36(1)-28.

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In the context of Industrialised Building Systems (IBS), precast concrete buildings are composed of multiple structural members that are interconnected through different techniques. The adoption of precast concrete wall panels has gained significant traction in contemporary construction methodologies. Nevertheless, the utilization of dapped connections specifically designed for non-load bearing applications in precast walls incorporating recycled concrete aggregate (RCA) remains largely unexplored and limited in practice. This research proposes a new wall-to-wall connection for precast wall pa
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Hutchison, Kirsten, Louise Paatsch, and Anne Cloonan. "Reshaping home–school connections in the digital age: Challenges for teachers and parents." E-Learning and Digital Media 17, no. 2 (2020): 167–82. http://dx.doi.org/10.1177/2042753019899527.

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Imperatives to connect the worlds of home and school, evident in global policies of family engagement and partnership initiatives between teachers and parents to support children’s education are viewed as key dimensions of academic success. However, developing ways to meaningfully connect and engage teachers, parents and students in learning ecologies remains elusive, contested and increasingly complex in the digital age. Teachers are encouraged to draw on their students’ digital ‘funds of knowledge’ to create innovative learning opportunities and develop capacities for creativity and critical
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Stana, Alma, Amarildo Rista, Lindita Mukli, and Edmira Xhaferra. "The Role of the Academic Incubator as an Acceleration Tool to Foster Entrepreneurship and Academic-Industry Connections." Interdisciplinary Journal of Research and Development 11, no. 3 (2024): 104. https://doi.org/10.56345/ijrdv11n314.

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Academic incubators are innovative ecosystems that foster strategic partnerships between academia - industry. By providing resources, infrastructure, mentorship, networking opportunities, and access to academic research and expertise, academic incubators help bridge the gap between research and commercialization, fostering innovation and contributing to the entrepreneurial ecosystem. The main purpose of this paper is to show the role of the academic incubator to foster entrepreneurship and academia-industry connections. This study presents a conceptual framework of an academic incubator by des
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Rossi, Adriana, and Sara Gonizzi Barsanti. "Resilient connections." VITRUVIO - International Journal of Architectural Technology and Sustainability 6, no. 1 (2021): 24. http://dx.doi.org/10.4995/vitruvio-ijats.2021.15375.

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The paper presents Axis Strutture, patented by the authors, awarded with V:alere funds (VAnvitelli pER la ricErca 2020) for the establishment of an innovative start-up, now academic spin-off. It is based on the assemble of iron and wood with 'pins' (in Latin 'axis') threaded to ensure an economic profit in line with the Sustainable Development Goals, reviewing ancient technologies in the light of advanced research. The focus is on the structural connections of a construction system that clamps the steel frame elements with the wooden infill, allowing to assemble modular, prefabricated and flex
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Yin, Junfeng, Haimeng Liu, Peiji Shi, and Weiping Zhang. "Exploring Coupling Relationship between Urban Connection and High-quality Development Using the Case of Lanzhou-Xining Urban Agglomeration." Complexity 2021 (November 3, 2021): 1–12. http://dx.doi.org/10.1155/2021/9933582.

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Based on socioeconomic statistical data, transport data, and network big data, the urban connection index (UCI) was constructed in terms of industry, transportation, information, and innovation, and the high-quality development index (HDI) was established from five aspects: innovation, coordination, green development, openness, and sharing. Taking Lanzhou-Xining urban agglomeration as a case, the urban connection intensity and high-quality development level were measured to analyze the relationship between them. From 2012 to 2018, the UCI and HDI of each city showed different degrees of growth
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Oliinyk, Olena, Halyna Mishchuk, Laszlo Vasa, and Katalin Kozma. "Social Responsibility: Opportunities for Integral Assessment and Analysis of Connections with Business Innovation." Sustainability 15, no. 6 (2023): 5608. http://dx.doi.org/10.3390/su15065608.

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The paper proposes an approach to the integrated assessment of the social responsibility of EU countries with a combination of data from three international indices most relevant to the monitoring of social responsibility at the macroeconomic level: the Global Sustainable Competitiveness Index, the Sustainable Development Goals Index and the Social Progress Index. Applying the method of taxonomic analysis on the example of index values for EU countries, we assessed the differences and leaders in ensuring social responsibility. The authors do not consider country-level social responsibility onl
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Sun, Renhong, Yiwu Lin, Fuxin Hou, Zhicheng Bai, and Zhiyuan Zhang. "Research and Application of Prefabricated Steel Structure Inner Partition Connection Technology." Academic Journal of Science and Technology 7, no. 2 (2023): 24–27. http://dx.doi.org/10.54097/ajst.v7i2.11515.

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Based on an example of a steel structure residential building project in Yinzhou District, Ningbo, this paper focuses on innovative methods for new connection nodes between steel beams, columns, and ALC internal partitions in steel structure buildings, standardized new installation process steps and key points for attention, and analyzes the technical points of key node connections.
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Ishikawa, Koichiro. "Earthquake Response Control of Double-Layer Truss Walls by means of Innovative Fuse Connections." Advances in Civil Engineering 2018 (August 15, 2018): 1–9. http://dx.doi.org/10.1155/2018/1425672.

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This study deals with partial cylindrical truss walls equipped with damper connections due to horizontal earthquake motions. The damper connection consists of an aluminum ball joint, an aluminum hub, and a steel bolt. A ductile elongation of the steel bolt due to a tensile stress is expected by avoiding the brittle collapse. The study proposes a fuse-type connection by means of yield of the steel bolt due to tension stress realized by the ductile failure collapse mechanism of the wall-type spatial structure. The proposed truss wall with the fuse-type connection can realize a deformation of nod
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Benfratello, Salvatore, Salvatore Caddemi, Luigi Palizzolo, Bartolomeo Pantò, Davide Rapicavoli, and Santo Vazzano. "Targeted steel frames by means of innovative moment resisting connections." Journal of Constructional Steel Research 183 (August 2021): 106695. http://dx.doi.org/10.1016/j.jcsr.2021.106695.

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Carvalho, Fernanda Zambon de, Verônica Tebas Bersani, Luis Felipe Maldaner, and Josep Miguel Piqué. "INSTITUTIONS THAT FOSTER INNOVATIVE ENTREPRENEURSHIP IN BRAZIL: MAPPING AND CONNECTIONS." Revista Prâksis 2 (June 15, 2020): 245. http://dx.doi.org/10.25112/rpr.v1i0.1961.

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Zhu, Wenxiang, Huifeng Yang, Weiqing Liu, Benkai Shi, Zhibin Ling, and Haotian Tao. "Experimental investigation on innovative connections for timber–concrete composite systems." Construction and Building Materials 207 (May 2019): 345–56. http://dx.doi.org/10.1016/j.conbuildmat.2019.02.079.

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Monaco, Alessia, Salvatore Pagnotta, Piero Colajanni, and Lidia La Mendola. "Innovative connections for steel-concrete-trussed beams: a patented solution." Procedia Structural Integrity 44 (2023): 1925–32. http://dx.doi.org/10.1016/j.prostr.2023.01.246.

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Das, Rajarshi, Alper Kanyilmaz, Mael Couchaux, and Herve Degee. "Innovative hollow section column‐splice connections resorting to laser cutting." ce/papers 6, no. 3-4 (2023): 1533–38. http://dx.doi.org/10.1002/cepa.2270.

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AbstractCircular Hollow Section (CHS) columns are highly encouraged in the modern industry due to their good resistance against high compression, tension and flexure in all directions, combined with their exceptional aesthetics. However, conventional end plate‐bolted column‐splice connections tend to limit the full potential of the CHS by focusing most of the damages in the bolts and sometimes discourage architects with a poor aesthetic. An innovative “passing‐through” concept (using laser cutting technology) have therefore been proposed in the EU‐RFCS project LASTTS to develop efficient colum
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Калелова, Ж. У., та Б. Т. Калиева. "ИННОВАЦИОННЫЕ МЕТОДЫ РЕАЛИЗАЦИИ МЕЖПРЕДМЕТНЫХ СВЯЗЕЙ В ПРЕПОДАВАНИИ ИСТОРИИ". Bulletin of Zhetysu University named after I.Zhansugurov, № 1(110) (29 березня 2024): 83–89. https://doi.org/10.53355/zhu.2024.110.1.012.

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Преподавание истории – педагогическая наука, изучающая процесс преподавания истории для повышения эффективности обучения. Цель преподавания дисциплины – подготовка будущих специалистов к воспитанию и развитию учащихся в образовательном процессе на учебном материале истории, обучение навыкам преподавания истории и выявление закономерностей с целью формирования исторического мышления и ключевых компетенций обучающихся. В статье проанализированы преимущества междисциплинарных связей в повышении эффективности преподавания истории и дана характеристика инновационных методов преподавания истории. Та
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Li, Zhengyao, and Konstantinos Daniel Tsavdaridis. "Design for Seismic Resilient Cross Laminated Timber (CLT) Structures: A Review of Research, Novel Connections, Challenges and Opportunities." Buildings 13, no. 2 (2023): 505. http://dx.doi.org/10.3390/buildings13020505.

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As a sustainable alternative to steel and concrete, cross laminated timber (CLT) shear wall systems are getting increasingly popular in mid-rise and high-rise construction, and that imposes new challenges on their seismic performance. The conventional connections used in this system, such as steel hold-downs and angle brackets, are, however, susceptible to brittle failures, thus being inappropriate for use in structures in seismic regions. A series of innovative connections have therefore been proposed in recent years for achieving better seismic behaviours in CLT structures, characterised by
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Nikitin, Iurii, and Volodymyr Nochvai. "Organizational spaces of the innovative activity for creation and implementation innovations." InterConf, no. 35(163) (July 20, 2023): 44–50. http://dx.doi.org/10.51582/interconf.19-20.07.2023.004.

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The application of innovative ecosystems is gaining more and more popularity due to the peculiarities of its connections with the concepts of «open science», «open innovation» and the triple helix model, the basis of which is cooperation: «government - business - scientific organizations, universities», which increases the ways of creating and knowledge and technology transfer. For the practical implementation of these concepts and the triple helix model, the number of organizational spaces for innovative activity is significantly increasing, which opens and increases the ways of creating and
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Peng, Han, Jinping Ou, Andreas Schellenberg, Frank Mckenna, and Stephen Mahin. "Seismic Behavior of Steel Moment Frames with Mechanical Hinge Beam-to-Column Connections." International Journal of Structural Stability and Dynamics 20, no. 06 (2020): 2040005. http://dx.doi.org/10.1142/s0219455420400052.

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This paper presents an investigation on the seismic behavior of steel moment frames with mechanical hinge beam-to-column connections. The connection uses a mechanical hinge to carry shear force and a pair of buckling-restrained steel plates bolted to the beam flange to transfer bending moment. The moment-rotation behavior of the connection was theoretically studied. A nonlinear numerical model for steel moment frames under strong earthquakes was developed and validated using a shaking table test of an 18-story steel moment frame at the E-Defense facility. Then, nonlinear static and time-histor
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42

Luo, Xiaoyong, Yang He, Qi Chen, and Linsong Chen. "Study on Joint Connection Performance of an Innovative Tooth Groove Connection and Vertical Reinforcement Lapping in Reserved Hole." Materials 16, no. 23 (2023): 7371. http://dx.doi.org/10.3390/ma16237371.

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In order to explore the horizontal joint connection performance of the innovative tooth groove connection and vertical reinforcement lapping in the reserved hole, five horizontal joint specimens were designed and constructed in this paper. Through the combination of monotonic horizontal load tests and finite element simulation analysis, the effects of axial compression ratio, vertical reinforcement connection degree, reserved hole type, mortar strength, and tooth groove depth on the horizontal joint connection performance of innovative tooth groove connections and vertical reinforcement lappin
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43

Verhun, V. A., O. A. Pryiatelchuk, and O. I. Stupnytskyy. "INTERDISCIPLINARY APPROACH IN THE FORMATION OF "THIRD GENERATION" INNOVATIVE AND ENTREPRENEURSHIP UNIVERSITIES." Actual Problems of International Relations, no. 144 (2020): 41–52. http://dx.doi.org/10.17721/apmv.2020.144.1.41-52.

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The article considers the problems of introduction and use of interdisciplinary approach in the formation of innovative and entrepreneurial universities of the third generation. Interdisciplinary connections, which provide an interdisciplinary approach in the field of education, scientific base, as well as the system of education as a complex of fundamental and taxonomic disciplines are studied in the article. The use of an interdisciplinary approach in the training of future professionals is seen as part of the process of forming their professional competence through the implementation of lin
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Chen, Hong, Xie Chen, and Younghwan Pan. "Exploring The Mediating Role of Intrinsic Motivation Between Innovation Support and Innovative Behavior: An Empirical Study Based on a Design Thinking Course." International Journal of Learning, Teaching and Educational Research 23, no. 6 (2024): 32–55. http://dx.doi.org/10.26803/ijlter.23.6.2.

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Establishing a culture of innovation is complex and demands more than simply urging students to be creative. It requires a comprehensive support system encompassing resources, leadership, training, and an environment that fosters and sustains innovative behavior. The purpose of this research is to investigate the way in which innovation support impacts the innovative behavior of university students. Additionally, it aims to explore the role of intrinsic motivation in mediating the relationship between innovation support (including emotional, interpersonal, and resource support) and innovative
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45

Pu, Xiaodi, Chaoyu Huang, and Siyu Wu. "Innovative Practices and Research in Theatrical and Film Art Design." Transactions on Social Science, Education and Humanities Research 10 (August 29, 2024): 93–96. http://dx.doi.org/10.62051/wr9kd165.

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This paper explores innovative practices in theatrical and film art design, analyzing how these practices integrate artistic expression with technological advancements. Through literature review and empirical analysis, we focus on case studies in film production and stage design to examine the application of modern technologies in artistic design and their impact on creative innovation. The study reveals that innovative practices not only expand the boundaries of art design but also enhance emotional connections between audiences and productions. Finally, the paper outlines future research dir
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46

Menichini, Giovanni, Emanuele Del Monte, Maurizio Orlando, and Andrea Vignoli. "Out-of-plane capacity of cladding panel-to-structure connections in one-story R/C precast structures." Bulletin of Earthquake Engineering 18, no. 15 (2020): 6849–82. http://dx.doi.org/10.1007/s10518-020-00962-5.

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Abstract The interaction between cladding panels and the main structure is a crucial point to assess the seismic response, and above all the structural safety, of RC precast industrial building. In the past, connections were often designed to allow construction tolerances and to accommodate both thermal and wind-induced displacements. The lack of specific details to allow relative in-plane displacements between cladding panels and the main structure often led to the participation of cladding panels in the structure seismic-resistant system with consequent connection failures. In the last decad
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47

Wang, Yanhua, Yan Feng, Zirui Huang, and Zhongfan Chen. "Cyclic loading test of a bamboo-steel hybrid frame with novel energy-dissipation connections." BioResources 15, no. 2 (2020): 3504–23. http://dx.doi.org/10.15376/biores.15.2.3504-3523.

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Pseudo-static tests of a novel energy-dissipation connection, comprised of a hinge and two steel brackets, have proven their reliability and superior energy-dissipation capability. To verify the effectiveness of the connection further, a full-scale one-story one-bay engineered bamboo-steel hybrid frame jointed with the novel energy-dissipation connections was investigated through experimental test and finite element analysis (FEA) in this paper. The experimental results showed that the failure mode of the frame was restricted in the local buckling of the energy-dissipation panels (EDPs) in the
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48

Kurok, Vira, and Anatoliy Hritchenko. "INNOVATION AND ACTIVITY ENVIRONMENT OF HIGHER EDUCATION INSTITUTIONS AS A LEADING FACTOR IN THE CREATION OF INNOVATIVE STUDENT CULTURE." B U L L E T I N OF OLEKSANDR DOVZHENKO HLUKHIV NATIONAL PEDAGOGICAL UNIVERSITY 50, no. 3 (2022): 10–17. http://dx.doi.org/10.31376/2410-0897-2022-3-50-10-17.

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The article analyzes the theoretical and scientific-methodical aspects of the issue of creating the student’s innovative culture in the innovative activity environment of a higher education institution. Attention is drawn to the main differences in innovative education, its leading functions, and key concepts. The justified necessity and the main requirements for the optimization of the innovative activity environment of a higher education institution, which objectively or subjectively acts on the student with the help of pedagogically controlled action and includes a set of interacting object
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Tsukanova, Nataliia. "SYSTEM OF SPECIAL INNOVATIVE TEACHER TRAINING PRIMARY SCHOOL." Collection of Scientific Papers of Uman State Pedagogical University, no. 2 (May 30, 2025): 130–37. https://doi.org/10.31499/2307-4906.2.2025.332164.

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The article substantiates the system of special innovative teacher training. The article considers the factors influencing the formation of innovative culture in future teachers; reveals the essence of innovation in education and the content of innovative pedagogical culture of teachers; analyzes various approaches to defining the concept of “innovative culture”. The components of innovative pedagogical culture are identified, and the leading personal and professionally significant qualities of modern teachers and the peculiarities of their innovative activities are analyzed. A provision is pu
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Di Benedetto, Sabatino, Antonella Bianca Francavilla, Massimo Latour, Giovanni Ferrante Cavallaro, Vincenzo Piluso, and Gianvittorio Rizzano. "Seismic Behavior of Moment-Resisting Frames with Conventional and Innovative Connections." Symmetry 12, no. 12 (2020): 2091. http://dx.doi.org/10.3390/sym12122091.

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In the last few decades, increasing efforts have been devoted to the development of beam-to-column connections able to accommodate the local ductility demand dissipating, contemporaneously, the seismic input energy. Among the typologies proposed, the so-called RBS (Reduced Beam Section) has gained wide acceptance in the construction market, leading to easy-to-construct and cost-effective solutions. As an alternative, new proposals based on the inclusion of friction devices in beam-to-column joints have recently been made. Such a practice has the merit, in case of destructive events, of exhibit
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