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Journal articles on the topic 'Panel-structure connections'

Author: Grafiati

Published: 10 March 2023

Last updated: 31 July 2025

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1

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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2

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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3

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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4

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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5

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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6

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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8

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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9

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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10

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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11

Isaincu, Alexandru, Mario D’ Aniello, and Aurel Stratan. "Implications of Structural Model on the Design of Steel Moment Resisting Frames." Open Construction and Building Technology Journal 12, no. 1 (2018): 124–31. http://dx.doi.org/10.2174/1874836801812010124.

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Background: Studies have shown that the flexibility of the connections has an important role in the distribution of forces and moments in the structure. This also applies for the displacements, deformations and the stability of the structure. Objective: The objective of the present study is to investigate the influence of the stiffness of column web-panel and connection on the ultimate response of Moment Resisting Frames (MRFs). Methods: A comprehensive parametric study was carried out. In particular, a set of one hundred and twenty planar frames was analyzed, considering three approaches for

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12

Magliulo, Gennaro, Marianna Ercolino, Crescenzo Petrone, Orsola Coppola, and Gaetano Manfredi. "The Emilia Earthquake: Seismic Performance of Precast Reinforced Concrete Buildings." Earthquake Spectra 30, no. 2 (2014): 891–912. http://dx.doi.org/10.1193/091012eqs285m.

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On 20 and 29 May 2012, two earthquakes of MW5.9 and MW5.8 occurred in the Emilia region of northern Italy, one of the most developed industrial centers in the country. A complete photographic report collected in the epicentral zone shows the seismic vulnerability of precast structures, the damage to which is mainly caused by connection systems. Indeed, the main recorded damage is either the loss of support of structural horizontal elements, due to the failure of friction beam-to-column and roof-to-beam connections, or the collapse of the cladding panels, due to the failure of the panel-to-stru

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13

Mejdi, Abderrazak, Luca Alimonti, and Bryce Gardner. "On homogenized ribbed-panel model for SEA analysis." INTER-NOISE and NOISE-CON Congress and Conference Proceedings 265, no. 2 (2023): 5292–303. http://dx.doi.org/10.3397/in_2022_0771.

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This paper presents an investigation into a recent model of homogenized rib-stiffened panels. An equivalent panel model is developed from the skin and the stiffeners of the panel. In this case a space-harmonic-based approach is used, and first-order shear deformation theory is employed to account for the wavefield's in-plane/out-of-plane coupling effect in the skin. The panel's stiffeners interact with the skin through internal forces and moments at the connections. A periodic FE mesh is then used to compute the wave dynamics and the results are used to develop the required terms to solve for

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14

Fatriady, M. R., Rudy Djamaluddin, Muhammad Wihadi Tjaronge, and Andi Arwin Amiruddin. "Study of Capacity Calsium Board – Styrofoam Sandwich Panels on Wall Systems under Cyclic Lateral Force." Engineering, Technology & Applied Science Research 14, no. 5 (2024): 16148–53. http://dx.doi.org/10.48084/etasr.7967.

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A new type of lightweight shear wall has been developed using composite panels, with styrofoam as the core layer and calcium board as the skin layer. This innovation aims to facilitate the rapid construction of housing in response to earthquake disasters. Physical testing of the material showed an increase in the compressive strength of the styrofoam core, from 2.14 MPa to 3.74 MPa in 75 mm thick sandwich panels. This study examines the use of precast panels with specific installation techniques involving pick-up beams (sloofs), connectors, and panel to panel connections to enhance wall streng

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15

Gorev, V. A., E. Yu Chelekova, and N. V. Leshchev. "Initial Stage of the Explosion with a Blast Relief Panel Structure Located in the Roof of the Building." Occupational Safety in Industry 12, no. 12 (2022): 29–35. http://dx.doi.org/10.24000/0409-2961-2022-12-29-35.

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The initial phase of a gas deflagration explosion is considered, taking into account the action of blast relief panel structures in the roof of the building, which provide overpressure relief to protect the building structures from the explosion and maintain their integrity. This, in turn, ensures the protection of people in the building from the collapse of the building itself. The structure is a lightweight panel. It closes the opening in the roof and is buried in it to its thickness. The panel comes into motion under pressure. The movement begins after the pressure force overcomes the resis

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16

Gita Melliyani Anggreini and Hadri Kusuma. "The influence of ownership structure and political connections on tax avoidance in Indonesia." International Journal of Research in Business and Social Science (2147- 4478) 13, no. 4 (2024): 324–34. http://dx.doi.org/10.20525/ijrbs.v13i4.3392.

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This study intends to examine the influence of ownership structure and political connections on tax avoidance using the Book Tax Differences (BTD) method. The data used is industrial entities registered on the IDX for the 2018-2022 period. By utilizing the proportional sampling method, the study sample that fulfilled the criteria was only 40 companies so 200 observational data were obtained which were used as the study sample. Panel data regression analysis is the chosen analytical method in this research which includes the Chow test, Hausman test, and hypothesis testing using Eviews as a data

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17

Uddin, Mohammad Nazim, Mohammed Shamim Uddin Khan, and Mosharrof Hosen. "Does Corporate Governance Influence Leverage Structure in Bangladesh?" International Journal of Financial Studies 7, no. 3 (2019): 50. http://dx.doi.org/10.3390/ijfs7030050.

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This paper examines the regulation of corporate governance on leverage structure decision-making in Bangladesh from 2003 to 2017. Appropriate panel methods are employed to control the problems of serial correlation, heteroskedasticity, and the cross-sectional nature of manufacturing companies. The study finds that corporate governance attributes such as board size, managerial ownership, and duality are the dominant factors for leverage decision-making. The results also indicate that control variables such as firm size and profitability have an influential role on leverage decision-making in Ba

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18

Hanah, Siti, Agmal Revin Febriansya, and Nur Asmilia. "The Effect of Firm Characteristics, Political Connections, and Ownership Structure on Tax Avoidance: Evidence from Non-Cyclical Consumer Sector in Indonesia." Indonesian Financial Review 5, no. 1 (2025): 17–35. https://doi.org/10.55538/ifr.v5i1.48.

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This study examines the effect of firm characteristics—profitability, leverage, and firm size—along with political connections and ownership structure (institutional and managerial ownership) on tax avoidance among non-cyclical consumer companies listed on the Indonesia Stock Exchange (IDX) from 2019 to 2023. Using a panel data approach with 45 firm-year observations and regression analysis via E-Views 12, the results reveal that profitability and leverage negatively influence tax avoidance. However, firm size, political connections, institutional ownership, and managerial ownership show no si

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19

Milojević, M., V. Racic, M. Marjanović, and M. Nefovska-Danilović. "Vibration serviceability assessment of complex-shaped CLT floor." Journal of Physics: Conference Series 2647, no. 13 (2024): 132002. http://dx.doi.org/10.1088/1742-6596/2647/13/132002.

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Abstract Cross-laminated timber (CLT) floors are typically an assembly of prefabricated panels connected together on the site. CLT offers a wide range of configuration possibilities, as it can be easily pre-cut into various shapes and sizes, making it suitable for use in different architectural design requirements. However, available CLT design guidelines do not apply to complex-shaped CLT floors, i.e. unconventional geometry of floor plans including concave polygons, arches and openings. This paper presents a numerical vibration analysis of such a floor with openings, which represents a stand

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20

Xue, Zexi, Zhouyun Chen, Qun Lin, and Ansheng Huang. "Quantifying the Synergy Between Industrial Structure Optimization, Ecological Environment Management, and Socio-Economic Development." Buildings 15, no. 14 (2025): 2469. https://doi.org/10.3390/buildings15142469.

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In the context of the new developmental philosophy, this study aimed to address the bottleneck of regional sustainable development; it constructs a three-system evaluation indicator system for Industrial Structure Optimization (ISO), Ecological Environment Management (EEM), and Socio-economic Development (SED), based on panel data from 20 cities in the Western Taiwan Straits Economic Zone between 2011 and 2023. To reveal how the synergistic development of the three subsystems in different domains can achieve sustainable development through their interactions and to analyze the dynamic patterns

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21

He, Jia-Xuan, Zhao-Dong Xu, Lian-Yu Zhang, et al. "Shaking table tests and seismic assessment of a full-scale precast concrete sandwich wall panel structure with bolt connections." Engineering Structures 278 (March 2023): 115543. http://dx.doi.org/10.1016/j.engstruct.2022.115543.

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22

Xiong, Feng, Hongyun Zou, and Yang Lu. "A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure." Engineering Structures 293 (October 2023): 116571. http://dx.doi.org/10.1016/j.engstruct.2023.116571.

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23

Nikolaev, V. N., V. F. Stepanova, and A. V. Mikhailova. "Innovative Energy-Saving Sandwich-Panels for Industrial Construction." Stroitel'nye Materialy 787, no. 12 (2020): 47–51. http://dx.doi.org/10.31659/0585-430x-2020-787-12-47-51.

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Today, large-panel housing construction occupies a leading position, both in terms of construction speed and sales, which contributes to an increase in the volume of precast concrete housing construction. Outdated series of large-panel houses do not meet modern requirements. Old faceless panel houses are gradually replaced by beautiful housing complexes with different types of facades. At present, in the technology of construction of panel houses from sandwich-panels, the relevant trend is to reduce the standard thickness of the facade layer of a three-layer sandwich-panel (GOST 31310–2015 “ T

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Lin, Jau-Jr, and Yi-Da Tsai. "Flexible Low-Loss Thin Flimsy Stripline for High-Speed Connections." Micromachines 13, no. 12 (2022): 2218. http://dx.doi.org/10.3390/mi13122218.

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Increasing numbers of antennas are being placed inside laptop screen bezels. Connections between antennas and laptop bases have become challenging owing to space limitations. Thus, this paper proposes a flexible low-loss thin flimsy stripline structure for high-speed applications. The cable should be sufficiently thin to avoid causing a water ripple effect while under the screen panel. Furthermore, the cable should be sufficiently flexible to traverse the hinges between the laptop screen and base. This study aims to design a cable with a total thickness of less than 0.6 mm and an insertion los

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Chen, W., F. Xiong, Y. Lu, et al. "Experimental Investigation of the Seismic Performance of a Novel Bolt-Assembled Precast Panel Building Structure." Journal of Earthquake and Tsunami 13, no. 03n04 (2019): 1940008. http://dx.doi.org/10.1142/s1793431119400086.

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In this study, the authors investigated the behavior of the proposed bolt-assembled precast panel building (BPPB) system under the simulated seismic loading through a large experimental campaign. A pseudo-static test was carried out on a two-story half-scale building specimen constructed by many individual precast components which were properly joined together with bolted connections. The results show that the building specimen had the good seismic performance with high bearing capacity, comparable energy dissipation capacity and perfect structural integrity. The crack pattern and failure mode

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Jerome, Trevor. "Variability in measured resonance frequencies and loss factors of a bolted panel structure." INTER-NOISE and NOISE-CON Congress and Conference Proceedings 267, no. 1 (2023): 1–14. http://dx.doi.org/10.3397/no_2023_0006.

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Structural bolted joints are not perfectly contiguous or rigid. Instead, the joint stiffness, mass, and damping depend on many parameters including the joint thickness, number and size of bolts, the bolt preload, and the motion of the jointed region. Also, damping can vary with motion type (stick-slip for friction and impact for joint opening and closing) and amplitude. Finally, all joint dynamic parameters vary from installation to installation. We measured the variability of bolted joint stiffness and damping for four low-order modes of a bolted Aluminum panel structure - two flexural modes

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27

H. Maneetes and A. M. Memari. "Finite Element Modeling of Reinforced Concrete Cladding Panels H." Electronic Journal of Structural Engineering 9 (June 1, 2009): 62–72. http://dx.doi.org/10.56748/ejse.9118.

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Architectural precast concrete cladding systems are considered non-load bearing wall systems and are designed primarily to transfer their self-weight and out-of-plane lateral loads to the supporting building structure. They are typically not designed for significant structural in-plane forces resulting from cladding-structure interaction. In fact, modern earthquake-resistant design requires that these cladding panels be isolated from the lateral force-resisting system. Finite element technique was employed to study precast concrete panels and special modeling strategies were developed for pane

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28

Zdražilová, Michaela, Zdeněk Sokol, and Martina Eliášová. "Simple Laminated Glass Panels with Embedded Point Connection under Short-Term Load." IOP Conference Series: Materials Science and Engineering 1203, no. 2 (2021): 022079. http://dx.doi.org/10.1088/1757-899x/1203/2/022079.

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Abstract Glass is a very attractive material for contemporary architecture. The trend is to achieve a maximum transparency of structures; therefore it becomes common to use glass as a material for load-bearing structural elements. Glass facades, roofs, beams or columns are widely used in buildings. The problematic part of a glass structure design is the connection between the glass pieces or between the glass elements and substructures from another material (e.g. steel, concrete etc.). The connection must be capable of bearing the stresses performing during the lifetime period and it should be

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29

Kabir, Mohammad Zaman, Parisa Shadan, and Hossein Kabir. "A numerical and experimental study on the dynamical behavior of 3D-Panel Wall on Piloti RC Frame." International Journal of Structural Integrity 9, no. 4 (2018): 475–90. http://dx.doi.org/10.1108/ijsi-09-2017-0053.

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Purpose The purpose of this paper is to examine the dynamical behavior of a combined three-story building with a 3D panel wall system including a soft story irregularity at the very first floor by doing a shaking table test. The upper two stories of the model were made out of the 3D panel system, while the first story was constructed only with moment-resisting RC frames. Design/methodology/approach Besides the experimental program, the numerical finite element method was implemented for the verification of the experimental results. In the experimental study, the building responses including th

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Bidakov, Andrii, Ieugeniy Raspopov, Oksana Pustovoitova, and Bogdan Strashko. "STRENGTH ANALYSIS OF GLUED-IN STEEL RODS WITH DIFFERENT LOCATIONS IN CLT PANELS CROSS SECTION." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 2, no. 53 (2019): 42–47. http://dx.doi.org/10.26906/znp.2019.53.1888.

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New types of wood based building materials to which the CLT refers require an accurate evaluation of the strength of varioustypes of connections. CLT panels connections with glued-in steel rods are of interest due to the possibility of creating quickmounted and rigid joints in the factory. Since the CLT have the structure of the perpendicular orientated boards in adjacentlayers, the strength and behaviour of the pasted rods is difficult to predict. The purpose of this study was to establish thestrength of the glued-in rods by pull-pull tests with different locations relative to the boards laye

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MALESZA, Jaroslaw, Czeslaw MIEDZIALOWSKI, and Leonas USTINOVICHIUS. "Tests on full-scale and static analysis models of the wood-framed building stucture horizontaly loaded." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 23, no. 6 (2017): 814–35. http://dx.doi.org/10.3846/13923730.2017.1319411.

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This paper focuses on development of the high energy saving timber building and ecological technology protecting environment in civil engineering. Wood framed with sheathing, large panel structures became more popular building constructions in Poland last decade. Experimental tests and numerical analysis of panels and complete wood framed building have been taken into account. Typical two-story residential building was selected for test. Test of three dimensional (3D) whole building was conducted on the base of experimental investigations results of large panel similar to those used in buildin

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Pradhan, Rudra P., Tamal Nath, Rana P. Maradana, and Ajoy K. Sarangi. "Innovation, Finance, and Economic Growth in OECD Countries: New Insights from a Panel Causality Approach." International Journal of Innovation and Technology Management 18, no. 04 (2021): 2150013. http://dx.doi.org/10.1142/s0219877021500139.

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In this paper, using a panel causality approach, we examine endogenous connections between financial development, innovation, and economic growth in OECD countries for the period 1961–2018. The empirical results of our study show that financial development and innovation support long-run economic growth and that the short-run dynamics facet the multifarious interconnections between financial development, innovation, and economic growth. The strategic insight drawn from this research is that to ensure sustainable economic growth, policy-makers in the OECD countries must pay attention to establi

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Ashwin, G. Hansora, and A. Ribadiya Bhavinkumar. "Parametric Study on Behaviour of RCC Flat Slab with Drop Panel and Without Drop Panel Subjected to Sudden Column Removal." Parametric Study on Behaviour of RCC Flat Slab with Drop Panel and Without Drop Panel Subjected to Sudden Column Removal 8, no. 11 (2023): 38. https://doi.org/10.5281/zenodo.10245211.

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Progressive collapse causes the failure of primary structural member to propagate to the adjoining member, thus causing the collapse of the entire structure. The need to mitigate the impact of progressive collapse is necessary as it leads to catastrophic economic loss and causalities. The flat slab buildings are more prone to progressive collapse due to the absence of beams which are used to transfer the load initially resisted by the removed column. The main cause of failure in a flat slab building is the punching shear failure occurring at the slab column connections. The main objective of t

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Kalapodis, Nicos A. "Influence of Panel Zone Modeling on the Seismic Behavior of Steel Moment-Resisting Frames: A Numerical Study." Applied Mechanics 6, no. 1 (2025): 22. https://doi.org/10.3390/applmech6010022.

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In the seismic design of steel moment-resisting frames (MRFs), the panel zone region can significantly affect overall ductility and energy-dissipation capacity. This study investigates the influence of panel zone flexibility on the seismic response of steel MRFs by comparing two modeling approaches: one with a detailed panel zone representation and the other considering fixed beam-column connections. A total of 30 2D steel MRFs (15 frames incorporating panel zone modeling and 15 frames without panel zone modeling) are subjected to nonlinear time–history analyses using four suites of ground mot

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35

Abdul Ghafar, Wahab, Zhong Tao, Yan Tao, Yingcheng He, Lei Wu, and Zhiqi Zhang. "Experimental and Numerical Study of an Innovative Infill Web-Strips Steel Plate Shear Wall with Rigid Beam-to-Column Connections." Buildings 12, no. 10 (2022): 1560. http://dx.doi.org/10.3390/buildings12101560.

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Steel plate shear walls (SPSWs) offer good energy dissipation capability when subjected to seismic forces as a robust lateral load resisting structure. This research investigated the cyclic behaviors of innovative infill web-strips (IWS-SPSW) and conventional unstiffened steel plate shear (USPSW) experimentally and numerically. As a result, two specimens of a 1:3 scale three-story single-bay IWS-SPSW and USPSW were fabricated and tested under cyclic lateral loading. Rigid moment-resistant connections were used for the steel plate shear wall beam-column connection. The steel shear walls with in

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Uang, Chia-Ming, Qi-Song Yu, Ali Sadre, David Bonowitz, Nabih Youssef, and Jacqueline Vinkler. "Seismic Response of an Instrumented 13-Story Steel Frame Building Damaged in the 1994 Northridge Earthquake." Earthquake Spectra 13, no. 1 (1997): 131–49. http://dx.doi.org/10.1193/1.1585935.

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This paper summarizes a case study of a 13-story welded steel moment frame (WSMF) building affected by the 1994 Northridge earthquake. The building, which was instrumented, sustained extensive damage to its welded connections. Ground motion records from the basement and response records from the sixth and twelfth floors were available. Damage data was collected with post-earthquake inspection and testing of each joint. The primary objective of the study was to compare modeled behavior with recorded response in order to assess the value of present analytical tools and modeling techniques for pr

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Smirnov, P. N., and A. R. Salimullin. "Study of joints in wooden structures with glue and screw connections for stiffening diaphragms and disks in multi-story buildings." Bulletin of Science and Research Center of Construction 43, no. 4 (2024): 40–49. https://doi.org/10.37538/2224-9494-2024-4(43)-40-49.

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Introduction. The stiffness of prefabricated disks and diaphragms is considered a key parameter in designing multi-story buildings with wooden frames. Under the action of horizontal wind and seismic loads, the stiffness of wooden structures and their connections affects the distribution of forces among the structural elements and floors of the building. The stiffness and ductility of the joints in disks and diaphragms determine the dynamic characteristics of the building frame, such as the structural logarithmic decrement and damping ratio. The stiffness of vertical and horizontal joints influ

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Lombardo, Grazia. "The Seismic Coat: A Sustainable and Integrated Approach to the Retrofit of Existing Buildings." Sustainability 13, no. 11 (2021): 6466. http://dx.doi.org/10.3390/su13116466.

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Within the EU’s environmental policy, redevelopment strategies must be designed by adopting an integrated approach. This approach considers energy savings in buildings and seismic safety as driving forces of economic growth. The recent technological evolution experienced by the construction sector has aimed to define a new building element, the seismic coat. This term refers to a structural “skin” that improves both the seismic safety and the energy efficiency of existing buildings according to standards identified by current regulations. With this regard, research was started with the aim of

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Solomennikov, A. V., A. I. Tyukavin, N. A. Arseniev, I. V. Yankina, and A. A. Barykina. "Determination of functional relationships between calciuria and plasma calcium metabolism indices." Medical alphabet, no. 20 (November 2, 2024): 46–50. http://dx.doi.org/10.33667/2078-5631-2024-20-46-50.

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In the presented work, the authors propose to use for the differential diagnosis of factors contributing to calciuria in personal observations the method of visualization of multidimensional relationships using a panel of ratios of laboratory parameters of water-electrolyte metabolism. The calculation of the ratio panel included plasma values: HCT (hematocrit), MSNS (hemoglobin concentration in erythrocyte), Na (sodium), K (potassium), Caобщ (total calcium), Cl (chlorides), F (phosphates), Kr (creatinine), Ur (urea). Along with these parameters, the following plasma parameters were determined:

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Aleqab, Mahmoud Mohmad, and Thikryat Abdul Sattar Al-Zu'bi. "The influence of board of directors' characteristics on dividend distribution policies in Jordanian public shareholding companies." International Journal of Innovative Research and Scientific Studies 8, no. 3 (2025): 2607–13. https://doi.org/10.53894/ijirss.v8i3.7059.

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This research explores how specific attributes of corporate boards affect dividend policy among listed companies in Jordan. Drawing on data from 77 non-financial firms listed on the Amman Stock Exchange between 2015 and 2023, the study evaluates the impact of five core board characteristics: board size, board ownership, political connections, board independence, and gender diversity on dividend policy. A panel data regression model was employed to assess these relationships. The analysis revealed statistically significant positive effects of these governance features on dividend payout ratios.

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Ilyas, Muhammad, Awais Ahmad, Abdullah Riaz, et al. "Review of Modeling Techniques for Analysis and Assessment of RC Beam–Column Joints Subjected to Seismic Loads." Materials 15, no. 21 (2022): 7448. http://dx.doi.org/10.3390/ma15217448.

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Beam–column connections are the most critical components of reinforced concrete (RC) structures. They serve as a load transfer path and take a significant portion of the overall shear. Joints in RC structures constructed with no seismic provisions have an insufficient capacity and ductility under lateral loading and can cause the progressive failure of the entire structure. The joint may fail in the shear prior to the connecting beam and column elements. Therefore, several modeling techniques have been devised in the past to capture the non-linear response of such joints. Modeling techniques u

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Ahmediev, S. K., D. T. Tokanov, M. Zh Bakirov, Sh Toleubayeva, T. Tolkynbayev, and I. Tashmukhanbetova. "ACTUAL PROBLEMS OF APPLICATION OF COMPOSITE FLEXIBLE CONNECTIONS IN EXTERNAL THREE-LAYER WALL PANELS." Bulletin of Kazakh Leading Academy of Architecture and Construction 94, no. 4 (2024): 132–44. https://doi.org/10.51488/1680-080x/2024.4-10.

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In this paper, the technical problems of using the structures of their three-layer panels with flexible connections made of polymer materials are considered on the example of a residential complex under construction in Astana. The study of three-layer panels with flexible composite bonds was carried out as a result of the appearance of cracks with an opening width of acrc = 0.05-0.1 mm. The main purpose of the study was to establish the causes of cracking and to develop recommendations for the exclusion of such phenomena in the structures of three-layer panels with flexible composite bonds, wh

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Liu, Wei, Lin He, Jikai Liu, et al. "Design Optimization of an Innovative Instrumental Single-Sided Formwork Supporting System for Retaining Walls Using Physics-Constrained Generative Adversarial Network." Buildings 15, no. 1 (2025): 132. https://doi.org/10.3390/buildings15010132.

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Single-sided formwork supporting systems (SFSSs) play a crucial role in the urban construction of retaining walls using cast-in-place concrete. By supporting the formwork from one side, an SFSS can minimize its spatial footprint, enabling its closer placement to boundary lines without compromising structural integrity. However, existing SFSS designs struggle to achieve a balance between mechanical performance and lightweight construction. To address these limitations, an innovative instrumented SFSS was proposed. It is composed of a panel structure made of a panel, vertical braces, and cross b

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Mansour, Marwan, Mo’taz Al Zobi, Mohammad Altawalbeh, Dheif Allah E’leimat, Ibrahim Alnohoud, and Ahmad Marei. "Relationship between Jordan’s corruption level and company capital structure." Investment Management and Financial Innovations 21, no. 2 (2024): 400–412. http://dx.doi.org/10.21511/imfi.21(2).2024.33.

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Recently, corruption has become widespread, and firms' responses to corruption carry significant implications. The aim of this study is to check how corruption levels in Jordan influence the capital structure of 80 non-financial companies listed on the Amman Stock Exchange (ASE) from 2013 to 2022. Capital structure is the main dependent variable, and corruption is the crucial variable analyzed as the independent factor. Control variables include company age, profitability, asset tangibility, company size, and the Gross Domestic Product (GDP), in addition to the inflation rate, to create a soli

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An, Gyubaek, Jeongung Park, Mituru Ohata, and Fumiyoshi Minami. "Fracture Assessment of Weld Joints of High-Strength Steel in Pre-Strained Condition." Applied Sciences 9, no. 7 (2019): 1306. http://dx.doi.org/10.3390/app9071306.

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Unstable fractures tend to occur after ductile crack initiation or propagation. In most collapsed steel structures, a maximum 15% pre-strain was recorded, at the steel structural connections, during the great earthquake of 1995, in Japan. Almost-unstable fractures were observed in the beam-to-column connections, where geometrical discontinuities existed. Structural collapse and unstable failure occurred after large-scale plastic deformations. Ship structures can also suffer from unstable fractures in the welded joints. The fracture resistance of butt-welded joints subjected to tension in the p

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Chen, Wenwen, and Jihong Ye. "Simplified calculation model for load-bearing cold-formed steel composite walls under fire conditions." Advances in Structural Engineering 23, no. 8 (2020): 1683–701. http://dx.doi.org/10.1177/1369433219899790.

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The conventional simplified model only restricts the bending buckling around the minor axis and overall torsional buckling, which is not suitable for external sandwiched cold-formed steel composite walls. Moreover, a solution to stud–track connections must be achieved in establishing the overall structure model. In this article, a simplified calculation model is proposed to accurately and efficiently reveal the fire performance of cold-formed steel composite walls. A tension spring is adopted to simulate the boundary condition that limits the axial thermal expansion of the studs at elevated te

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Solikin, Andi, and Kuwat Slamet. "Pengaruh Koneksi Politik, Struktur Kepemilikan, Dan Kebijakan Dividen Terhadap Agresivitas Pajak." Jurnal Pajak dan Keuangan Negara (PKN) 3, no. 2 (2022): 270–83. http://dx.doi.org/10.31092/jpkn.v3i2.1521.

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Tax revenue in the construction services sector only contributes 6.72%, whereas this sector has a proportion of 14.1% of Indonesia's GDP. This study aims to determine the effect of political connections, ownership structure, and dividend policy on tax aggressiveness in the construction services sector. The analysis in this study uses 10 samples of construction services sub-sector companies listed on the Indonesia Stock Exchange from 2015 – 2019, with a total of 50 observations. The sample was selected using the purposive sampling method with predetermined criteria, while the tax aggressiveness

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Yang, Deshan, and Zhongfan Chen. "Seismic performance of light wood shear wall infilled timber frame structures with openings." BioResources 19, no. 2 (2024): 2916–34. http://dx.doi.org/10.15376/biores.19.2.2916-2934.

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To study the seismic performance of wood frame structures filled with light wood shear walls, three full-size single-layer single span wooden frame structures with infill walls were designed and manufactured. The beams and columns were connected by mortise-tenon joints, and quasi-static tests were conducted on the specimens under reversed cyclic load. The failure modes and load-displacement hysteresis performance of structures with door opening infill wall, window opening infill wall, and solid infill wall were investigated. The seismic performance was analyzed using indicators such as strengt

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Takano, Takamasa, Satoru Kuramochi, and Hobie Yun. "3D IPD on Thru Glass Via Substrate using panel Manufacturing Technology." International Symposium on Microelectronics 2017, no. 1 (2017): 000097–102. http://dx.doi.org/10.4071/isom-2017-tp41_060.

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Abstract As electronic products become smaller and thinner with increasing number of functions, the demand for high density and high integration becomes stronger. Glass has many properties that make it an ideal substrate for high integration substrate such as; ultra high resistivity, adjustable thermal expansion (CTE) high modulus, low dielectric constant, low dielectric loss and manufacturability with large panel sizes. Multi-bands with carrier aggregation, Wi-Fi/GPS coexistence, and LTE-U make RF front end more and more complicated. 3D IPD (integrated passive devices) on Glass substrate tech

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Akbar, Junaid, Naveed Ahmad, and Bashir Alam. "SHAKING TABLE TESTS ON HAUNCH RETROFITTED REINFORCED CONCRETE FRAMES." NED University Journal of Research 3, Special Issue on First SACEE'19 (2019): 233–40. http://dx.doi.org/10.35453/nedjr-stmech-2019-0034.

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Shaking table tests were performed on five one-third reduced scale two storey reinforced concrete (RC) moment resisting frames having construction defects (using low strength concrete without confining ties in beam-column joints, larger tie spacing, and reduced longitudinal and transverse reinforcements). The deficient frames were observed to have severe joint damageability, resulting in joint panel cover spalling and core concrete crushing. Haunch retrofitting technique was adopted to upgrade the seismic behaviour of deficient RC frames. Additional four deficient RC frames were built and retr

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