Готові списки джерел за темами / Panel-structure connections

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Добірка наукової літератури з теми "Panel-structure connections"

Автор: Grafiati

Опубліковано: 10 березня 2023

Оновлено: 31 липня 2025

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Статті в журналах з теми "Panel-structure connections"

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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Offerman, Tom, and Dan V. Bompa. "Numerical investigation of lateral behaviour of steel‐timber hybrid frames." ce/papers 6, no. 3-4 (2023): 470–76. http://dx.doi.org/10.1002/cepa.2339.

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AbstractThis paper examines the response of steel‐timber hybrid (STH) lateral stability systems for medium‐rise buildings. A ten‐storey baseline STH structure was designed to codified procedures and compared with a steel‐concrete composite structure. Detailed numerical models were constructed in which specific constitutive representations were assigned to steel‐timber and timber‐timber connections. Parametric investigations on the STH structure were carried out in which the cross laminated timber panel layups, timber shear wall length, and connection characteristics were modified. The study in

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Dal Lago, Bruno, Francesco Foti, and Luca Martinelli. "Seismic actions induced by cladding panels on precast concrete frame structures." International Journal of Business & Technology 6, no. 3 (2018): 1–6. http://dx.doi.org/10.33107/ijbte.2018.6.3.15.

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The strong earthquakes occurred in Southern Europe in the last decade pointed out a poor seismic performance of the connection system of the cladding of precast industrial structures. The cladding of these buildings usually consists of sandwich concrete panels of remarkable mass, connected to the frame structure with mechanical devices. The estimation of the out-of-plane seismic action on these connections is a key step for their correct proportioning. However, the formulation currently provided in the Eurocode 8 for the estimation of the seismic action on non-structural elements was calibrate

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Guo, Wei, Zhipeng Zhai, Zhiwu Yu, Feng Chen, Yongzhi Gong, and Tao Tan. "Experimental and Numerical Analysis of the Bolt Connections in a Low-Rise Precast Wall Panel Structure System." Advances in Civil Engineering 2019 (May 30, 2019): 1–22. http://dx.doi.org/10.1155/2019/7594132.

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This paper develops a novel dry connection utilizing high-strength bolts and introduces the corresponding low-rise precast wall panel structure system. To investigate the seismic performance of the structure system with full bolt connections, monotonic loading tests of the connection joint and cyclic lateral loading tests of three full-scaled precast shear walls are both conducted. Based on the test data, axial and shear mechanical models of the connection are given. Meanwhile, experimental results show that the failure mode of the connection is dominated by anchored rebar ductile rupture, and

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Liu, Ruo Nan, Kai Yin Zhang, and Meng Lan Tao. "Test Study on Mechanical Performance of the Flexible Connections of the Precast Concrete Wall Panel." Advanced Materials Research 900 (February 2014): 487–90. http://dx.doi.org/10.4028/www.scientific.net/amr.900.487.

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To explore the performance of the flexible nodes between the precast concrete wall panel and the frame structure, a steel truss is used as an analogue of the frame structure to develop a test. In the test, one precast concrete wall panel was installed on the steel truss, and the connection nodes are designed to be able to slip vertically. Different horizontal forces were exerted on the steel truss to form certain drifts, and the deformation of panel and the slipping performance of the connection nodes were explored. It is found that precast concrete wall panel wont deform under the influence o

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Sielaff, Brian J., Richard J. Nielsen, and Edwin R. Schmeckpeper. "Evolution of Design Code Requirements for Exterior Elements and Connections." Earthquake Spectra 21, no. 1 (2005): 213–24. http://dx.doi.org/10.1193/1.1856537.

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Seismic design requirements for precast concrete cladding panel connections have evolved significantly over the past fifty years. This paper summarizes the pertinent requirements from the Uniform Building Code from 1967 to 1997, and the International Building Code 2000. A hypothetical design illustrates how emphasis in the code has evolved for both lateral force requirements and story drift displacement requirements arriving at a balance of moderate lateral force and displacement requirements. The numerical results are based on a hypothetical case of panel connections for a ten-story moment-re

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Guo, Wei, Zhipeng Zhai, Yao Cui, Zhiwu Yu, and Xiaoli Wu. "Seismic performance assessment of low-rise precast wall panel structure with bolt connections." Engineering Structures 181 (February 2019): 562–78. http://dx.doi.org/10.1016/j.engstruct.2018.12.060.

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Chong, Xun, Pu Huo, Linlin Xie, Qing Jiang, Linbing Hou, and Jinchen Xie. "Experimental investigation of seismic performance of a novel isostatic frame-cladding system." Advances in Structural Engineering 25, no. 5 (2022): 1015–26. http://dx.doi.org/10.1177/13694332211057264.

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A new connection measure between the precast concrete (PC) cladding panel and PC frame structure is proposed to realize a new kind of isostatic frame-cladding system. Three full-scale PC wall-frame substructures were tested under the quasi-static load. These substructures included a bare wall-frame specimen, a specimen with a cladding panel that has no opening, and a specimen with a cladding panel that has an opening in it. The damage evolution, failure mode, load-bearing capacity, deformation capacity, and energy dissipation capacity of three specimens were compared. The results indicated tha

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Lestari, Marsya Chikita, and Cynthia Afriani Utama. "Board Structure Problem in Aviation Companies: The Relationship of Political Connection and Multiple Directorship on Firm Performance." Jurnal Keuangan dan Perbankan 25, no. 3 (2021): 617–41. http://dx.doi.org/10.26905/jkdp.v25i3.5892.

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This study analyzes the relationship between the political connection and multiple directorships of aviation companies’ board members and their firm performance. This research will focus on companies in the aviation sector on a broader subsector than previous studies. It will help the shareholder of the aviation companies determine board structure policies and evaluate the implementations conducted so far. This research uses descriptive statistics and regression analysis for the panel data model. Moreover, this study uses a purposive sampling technique secondary data from the aviation company’

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BOYKO, Igor, Viktor NOSENKO, and Oleg KRIVENKO. "Consideration of the pliability of joints panels of a precast concrete building in the analysis of forces in foundation structures." Bases and Foundations, no. 49 (November 29, 2024): 9–22. https://doi.org/10.32347/0475-1132.49.2024.9-22.

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Summary. As cities develop, there is a rising trend towards the construction of multi-storey buildings. The main reason is dense urban development and rising land prices. One of the most common materials for the construction of multi-storey buildings is monolithic reinforced concrete. Monolithic structures allow architects to freely design the interior space, as well as more evenly distribute the forces in the frame elements, and the building works as one rigid structure. At the same time, the construction of monolithic structures requires significant time for construction and highly qualified

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Більше джерел

Дисертації з теми "Panel-structure connections"

Menichini, Giovanni. "Seismic response of vertical concrete façade systems in reinforced concrete prefabricated buildings." Doctoral thesis, 2020. http://hdl.handle.net/2158/1220505.

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The design of “non-structural” elements, including the cladding panels for precast RC buildings, plays a key role in the building seismic response. The large damages that occurred in precast RC buildings, during the recent earthquakes in southern Europe were mainly caused by the collapse of the cladding panels. Therefore, is required to revise, to revise the technological and design philosophy the panel-to-structure connection devices in RC precast structures. Starting from these considerations, the main topic of this thesis is the investigation of such connection devices. Deeply underst

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Wang, Sunguo. "Influence of panel structure on wood to flakeboard nail connection properties." Thesis, 2001. http://hdl.handle.net/2429/11493.

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Oriented Strand Board (OSB) or flakeboard is widely used in the building industry as different components such as shear walls, floors, roofs and underlayments. The performance of OSB to lumber connections has been investigated by many researchers, but its relationship to OSB or flakeboard panel structure has never been systematically studied. The study presented in this thesis focuses on this research scope. The research project was divided into two parts. Preliminary tests (Phase I) on OSB-tolumber nail connections were conducted using 11 mm commercial OSB panels as side members and Sp

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Частини книг з теми "Panel-structure connections"

Jin, Ying. "Spatial Economics, Urban Informatics, and Transport Accessibility." In Urban Informatics. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-8983-6_8.

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AbstractOne central pillar in the development of urban science which is key to the development of simulation of models of urban structure is spatial econometrics. In this chapter, we outline the way in which ideas pertaining to accessibility which we define conventionally, as in transport economics, as the relative nearness and size of locations to one another, can be embedded in a wider econometric framework. We are thus able to explore how GDP (gross domestic product) of different locations is influenced by different spatial investments. To illustrate this, we first outline the intellectual

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Tang, Rui, Hao Li, Minglong You, Gongchang Li, and Fei Tan. "Mechanical Characteristics of Assembled Overhanging Composite Roadbed Structure." In Novel Technology and Whole-Process Management in Prefabricated Building. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5108-2_2.

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AbstractIn order to solve the problems of narrow roads, difficult construction, long construction period and high impact on the surrounding environment encountered during the construction of mountainous highways, railroads and other infrastructures, this paper proposes an assembled overhang composite roadbed structure. The mechanical analysis of the assembled overhang is carried out, and the three-dimensional finite element numerical model of the assembled roadbed structure is established, and the force characteristics of the overhang structure are analyzed. The results show that there is stre

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Gao, Xian, Shaoyuan Lin, Yuping Wang, Xilong Chen, and Hao Pei. "Digital Manufacturing of Precast Members for Long-Span Wall Panel in Power Distribution Unit of Substation." In Studies in Applied Electromagnetics and Mechanics. IOS Press, 2024. http://dx.doi.org/10.3233/saem240007.

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The precast members for the large-span wall panels in the power distribution unit of substation are of large size. When the load distribution between the wall panel and the precast members is nonuniform and concentrated in some local areas, the stress in the local area will exceed the designed load. The stress concentration will result in the insufficient bearing capacity of the local precast member, and furthermore influence the whole performance of the wall panel and the practical application. In this paper, the key technology of digital manufacturing of large span wall panel precast parts i

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Daerga Per-Anders, Girhammar Ulf Arne, and Källsner Bo. "A complete timber building system for multi-storey buildings." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-1164.

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The Masonite Flexible Building (MFB) system is a complete timber building system for commercial and residential multi-storey houses. The system is for tall and large buildings with long floor spans. The MFB system uses prefabricated wall, floor and roof elements which are delivered in flat packages and erected on the construction site. The MFB system might be classified as a panel construction, where the load-carrying structure consists of composite light-weight timber I-beams mechanically integrated with a composite laminated wood panel called PlyBoard&trade;. The I-beams and the panel fo

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Knippers Jan, Riederer Jochen, and Oppe Matthias. "Lincoln Center Canopies – Performance in Glass." In Challenging Glass 3. IOS Press, 2012. https://doi.org/10.3233/978-1-61499-061-1-83.

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This paper concerns two cantilevering steel-glass structures recently built in New York, USA. Each structure consists of two outward tilting primary steel beams with a length of 27m, a central column, and a glass surface providing lateral stability and weather protection. Twelve panels of four-layer laminated safety glass with dimensions of 2,3&times;4,4m are connected to the underside of the beams. The glass panels act as the only bracing system of the structure; no additional bracing is required. The connection between glass and steel is made by custom-built point fittings with four fitt

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Gillon, Carrie, Edward Delmonico, Randi Martinez, and Spencer Morrell. "Bringing language construction from the classroom to the community." In Language Invention in Linguistics Pedagogy. Oxford University Press, 2020. http://dx.doi.org/10.1093/oso/9780198829874.003.0010.

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This chapter discusses the connection between constructed language courses and opportunities to connect with the wider community. Conlang courses are a fruitful way to engage and attract students into linguistics, but they can also be used to bring linguistics into the world at large. The focus of this chapter is a Special Topics in Linguistics class at Arizona State University. This chapter describes the course structure, discusses the pros and cons of this particular structure, and provides examples of the languages created in the class. This course also led to unexpected opportunities to br

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Тези доповідей конференцій з теми "Panel-structure connections"

Piątek, Bartosz, Maciej Kulpa, and Tomasz Siwowski. "The smart FRP panel for bridge redecking – development and experimental validation of "panel – panel" and "panel – girder" connections." In IABSE Congress, New Delhi 2023: Engineering for Sustainable Development. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/newdelhi.2023.1087.

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The paper presents the smart FRP deck system, called Optideck, which was developed as a sandwich panel in which the core is ribbed by a vertical laminates forming a honeycomb structure. The panel is equipped with distributed fibre optic sensors for structural health monitoring. The sensors are built into the panel during the infusion process and fully integrated with the structure. Taking into account the design and transport constraints, the final parts of the deck slab have to be connected longitudinally or transversely on site, which is quite a challenge due to the irregular form o

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Zdražilová, Michaela, Zdeněk Sokol, and Martina Eliášová. "Tests of Glass Banister Panels with Embedded Laminated Connections." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.1482.

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Trends in modern architecture are heading towards a complete transparency of structures, which makes glass a very popular building material. However, achieving a completely transparent look of a structure may be problematic mainly due to glass elements connections. The connections must be capable of bearing all stresses performing during the lifetime period and meet high aesthetical standards at the same time. An embedded laminated point connection represents a progressive glass fixing systems. An ongoing research of the Czech Technical University in Prague is focused on the character

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Azarnejad, Azita, Nathan Murdoch, Katherine Hikita, and Jadwiga Kroman. "The City of Calgary 12 Street Bridge Replacement and Monitoring." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2107.

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This project included the construction of a new three-span, 170 m-long steel box girder bridge to replace the existing St. George’s Island Bridge over the Bow River. The new bridge is composed of variable depth (arched), rectangular, steel box girders. Flood resiliency and sustainability were major considerations in the design of the bridge. The girders have a curved profile that allows for the majority of the superstructure to sit at least 1 m above the 1:100 year flood level. To minimize the work required over the river, full-depth, full-width, precast concrete deck panels were used

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Bober, Waldemar, and Przemyslaw Stobiecki. "Experimental geodesic dome with a sandwich panels structure." In Human Interaction and Emerging Technologies (IHIET-AI 2022) Artificial Intelligence and Future Applications. AHFE International, 2022. http://dx.doi.org/10.54941/ahfe100895.

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The popularization of geodesic domes as a living space was one of R. B. Fuller's challenges for modern mankind. The search for a technology that can optimally satisfy this desire in a society living in a temperate climate has become the goal of the structural studies described in this study. The technological solution for the layer of sandwich panels depends on the adopted discrete division of the polyhedron surface. Due to the relatively simple shape of this element, the dodecahedron was adopted as the basis form. The designated triangular elements constitute the initial shape of the basic el

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Mitchell, Toby, Jin Chen, and Danny Karas. "Buildings as bridges: Hangzhou Greenland inter-tower bridge and draped roof." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1741.

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The Hangzhou Greenland project consists of two towers connected by a 60m long-span bridge housing a ballroom and outdoor space and a hanging canopy structurally suspended between the two towers that covers the outdoor space. The geometry of the hanging canopy was developed through an intensive collaboration between the architecture and engineering teams, with the result that the structural quantities are minimized, the doubly-curved surface is tiled with faceted flat quadrilateral glazing, and the nodal connections have no geometric torsion. The geometric intricacy of the structure re

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Yan, Shengyu, and Jasmin Jelovica. "Topology Optimization of Joints Between Prismatic Sandwich Panels and Girders Under In-Plane and Bending Loads." In ASME 2022 41st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/omae2022-79418.

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Abstract Prismatic sandwich structures offer improved mechanical properties over traditional structures used in ships and other vehicles. While research on their response and strength under local and hull girder loads has been advancing, insufficient attention has been placed on their joints, i.e. connections to surrounding structure, such as girders and bulkheads. It is important to seek appropriate topology of the joints to minimize stress they experience. We conduct this investigation via topology optimization, minimizing stress for a given volume fraction of a material. Aggregation approac

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Choi, Hyunsok, Jesper Pihl, Yasutsugu Yamasaki, Bonggyo Jeong, and Keunwon Lyu. "Steel Deck Fabrication and Erection of the 1915 Çanakkale Bridge." In IABSE Symposium, Istanbul 2023: Long Span Bridges. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/istanbul.2023.0708.

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The 1915 Çanakkale Bridge with a main span of 2,023m is the innovative suspension bridge surpassing the previous world record. The bridge is located at the North-eastern end of the Çanakkale Strait in Türkiye and it connects the Gelibolu district to the Northwest with the Lapseki district to the Southeast. 50,000 tonnes of high strength steel plates for twin box suspended deck were involved in the fabrication. The steel was supplied from South Korea and transported to Türkiye for panel fabrication and deck assembly. 21 single blocks having a length from 9.8m to 24m and 66 mega blocks

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Zhang, Hong, Gang Li, and Hehui Zheng. "Industrialized construction technology of three-tower light composite beam cable-stayed bridge." In IABSE Symposium, Istanbul 2023: Long Span Bridges. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/istanbul.2023.0963.

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The Fifth Nanjing Yangtze River Bridge is a three-tower cable-stayed bridge with a main span of 600 m. The Steel Shell-Concrete Composite Pylon and steel-UHPC panel light composite girder are adopted.Aiming at the high-quality construction requirements of super-large projects, the research and practice of industrial construction technology including new structures, new processes, new materials and new equipment are carried out. The main innovations are as follows : (1) Based on the design-construction coordination concept of factory processing and modular installation, a new structure

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Iijima, Kazuhiro, Megumi Sakai, Masahiko Fujikubo, and Akira Tatsumi. "Hydro-Elastoplastic Analysis for Predicting Collapse Behavior of VLFS Under Large Waves." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54890.

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This paper addresses collapse behavior of Very Large Floating Structure (VLFS) under large wave loads, as part of risk analysis. In predicting the consequence of collapse, the deformation of VLFS consisting of elastic and plastic ones under the large load event must be addressed. The deformation interacts with the fluid around it. Therefore, hydro-elastoplastic analysis needs to be developed. The whole VLFS structure is modeled as two elastic beams with an elasto-plastic hinge embedded at the connection. The deformation behavior is formulated by using finite element method (FEM). The hydrodyna

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Kang, Yonggang, and Haodi Ren. "Optimization of Riveting Assembly Process Parameters for Aviation Large Panels Based on Mesoscopic Features." In ASME 2021 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/imece2021-69352.

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Abstract The aviation large panel is an important component that constitutes the aerodynamic shape of the aircraft. It has the characteristics of large size, thin wall and weak rigidity. It is prone to produce assembly deformation during the automatic drilling and riveting assembly connection process, including the overall bending and torsion deformation of the panel, and the defects around the rivet. In this paper, through the test of automatic drilling and riveting assembly of large panels, a local sinking deformation along the axis of the long stringer is found. The cause of this deformatio

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Звіти організацій з теми "Panel-structure connections"

STABILITY PERFORMANCE AND WIND TUNNEL TEST OF STEEL HYPERBOLIC COOLING TOWER CONSIDERING SKINNED EFFECT. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.3.10.

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With the development of industry, cooling towers play a very important role in thermal power generation, and steel cooling towers are being used more widely. The surface of cooling towers is covered with profiled panels, and the skinned effect on the mechanical performance and stability of the structure should be considered. At present, most studies on steel cooling towers have not considered the skinned effect. In steel cooling towers, the skin panels are usually connected to members by self-tapping screws., the shearing test of self-tapping screw connection is carried out considering differe

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