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Relevant bibliographies by topics / Sandwich wall

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Academic literature on the topic 'Sandwich wall'

Author: Grafiati

Published: 28 May 2022

Last updated: 31 July 2025

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Journal articles on the topic "Sandwich wall"

1

Yan, Dawei, Haiying Wan, Anying Chen, and Bing Wang. "Bending Performance of Concrete Sandwich Walls with Actual Boundary Conditions." Applied Sciences 13, no. 3 (2023): 1229. http://dx.doi.org/10.3390/app13031229.

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Concrete sandwich walls are commonly used as the exterior wall panels of a structure, in which the wall suffers out-of-plane bending under strong wind conditions. This paper aims to investigate the bending performance of concrete sandwich walls under actual boundary conditions through experimental and analytical methods. In total, four concrete sandwich walls were tested to detect the influence of openings and loading direction. Typical failure patterns were characterized and discussed. The load-displacement curves of four test specimens were analyzed. It was indicated that the bearing capacit

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Abdul Rahman, S. Syed, and K. S. Satyanarayanan. "Experimental and Numerical Simulation of Effects of High Temperature on RC Frame Infilled with Sandwich Panel." Civil Engineering Journal 10, no. 1 (2024): 280–98. http://dx.doi.org/10.28991/cej-2024-010-01-018.

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This study investigated the structural behavior of reinforced concrete (RC) frames infilled with masonry walls and polyurethane (PU) sandwich wall panels at elevated temperatures. This study aims to assess the influence of temperature on the stiffness and load-carrying capacity of infilled frames, optimize the thickness of the sandwich wall panel, and compare the performance of masonry and sandwich infill systems. Analytical investigations were conducted using finite element analysis software (ABAQUS) to simulate the behavior of the frames at elevated temperatures and consider various configur

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Hapsari, Kholis, Ardia Tiara Rahmi, and Delista Putri Deni. "Efektivitas Dinding Sandwich Panel dan Precast ACC Panel Terhadap Biaya dan Waktu." Jurnal Manajemen Teknologi & Teknik Sipil 6, no. 2 (2023): 123–37. http://dx.doi.org/10.30737/jurmateks.v6i2.5126.

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Project delays in construction development have a major impact, especially on costs. Projects that experience delays in implementation will require large costs. One of the delay factors is caused by material selection, especially for wall materials. Precast AAC Panel wall and sandwich panel walls are current wall material innovations, but both differ in material composition, implementation method, and price. This research aims to analyze the effectiveness of the two types of walls in terms of cost and time. The research will use objects from the 24-story Sudimaran Forestwalk apartment developm

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Kang, Ludi, Bilong Liu, Fengyan An, and Dapeng Wei. "Mechanical and vibro-acoustic performance of sandwich panel with perforated honeycomb cores." Journal of the Acoustical Society of America 152, no. 3 (2022): 1539–46. http://dx.doi.org/10.1121/10.0013997.

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The effect of perforating the honeycomb walls of a honeycomb sandwich panel on the dynamic bending stiffness and sound transmission loss of the panel is investigated. The dynamic bending stiffness and sound transmission loss of several sandwich panels with different cores are calculated using a semi-analytical method, and the static bending stiffness and flatwise stiffness of these structures are also analyzed with the finite element method. Furthermore, the influences of the honeycomb shape, the hole shape of the perforated honeycomb wall, the number of perforations, and the wall thickness on

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Chenglong, Sun, and Gao Liang. "Analysis of the Vibration Isolation Effect of the Railway Rigid Sandwich Wall." Open Civil Engineering Journal 11, no. 1 (2017): 121–30. http://dx.doi.org/10.2174/1874149501711010121.

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The vibration isolation effect of the rigid sandwich wall was measured and the characteristics of time and frequency domain at low frequency was analyzed on the basis of the environmental isolation engineering of the railway in the Beijing suburb in this paper. The results indicated that environmental vibration significantly decreased after building the rigid sandwich walls. The vibration isolation efficiency of the rigid sandwich wall is respectively 0.32 and 0.46 at a distance of 35 meters and 40 meters away from railway center. It is obvious that a distance of 5 meters behind the vibration

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Xia, Yiwei, Xiaoping Li, Yu Peng, Mianheng Lai, and Lu Wang. "Impact and Post-Impact Performance of Sandwich Wall Boards with GFRP Face Sheets and a Web-Foam Core: The Effects of Impact Location." Materials 11, no. 9 (2018): 1714. http://dx.doi.org/10.3390/ma11091714.

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In recent years, load-bearing exterior sandwich wall boards have been adopted in civil engineering. The exterior walls of structures are often exposed to low velocity impacts such as stones, tools, and windborne debris, etc. The ultimate loading capacity, deformation, and ductility of sandwich walls are weakened by impact loads. In this study, the sandwich wall boards consisted of glass fiber reinforced plastic (GFRP) face sheets and a web-foam core. The core of wall boards was not the isotropic material. There was no doubt that the mechanical performance was seriously influenced by the impact

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Su, Yi Sheng, Yue Chun Luo, Guo Liang Jiang, Jin Yun Quan, and Yi Shen. "Seismic Analysis of Fly Ash Plate Sandwich Polyurethane Insulation Composite Wall." Applied Mechanics and Materials 275-277 (January 2013): 1003–7. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1003.

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In order to study the seismic stress performance of the reinforced concrete frame assembly fly ash plate sandwich polyurethane composite wall insulation system (FW). In this paper, 2 bay single-layer single-span hollow fly ash plate sandwich polyurethane in filled frames were tested under low cyclic horizontal loadings with different ratio of high to width and different stiffness frame . Based on the experiment, the damage process, failure mode, load carrying capacity are studied. The interaction between the fly ash plate sandwich polyurethane infill walls and the overall frame of constraint s

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Sumala, M., B. Murali Krishna, and T. P. Tezeswi. "Structural Performance of EPS Core Based Cementitious Sandwich Panel under Various Loading Conditions." Journal of Physics: Conference Series 2779, no. 1 (2024): 012073. http://dx.doi.org/10.1088/1742-6596/2779/1/012073.

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Abstract Sandwich panels have gained a lot of popularity in recent years as engineers seek to replace the heavy, rigid constructions with the light weight structures that permit good energy absorption and deformation values. Expanded Polystyrene (EPS) core based cementitious sandwich composite panels are used as load bearing and non-load bearing panels. This EPS panel is a light weight, thermal efficient and reduces the cost of construction. This panel consists of upper and lower face skin and a core layer is sandwiched between the two face layers. In this paper the material for face skin used

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Prabhakaran, S., V. Krishnaraj, Hemashree Golla, and M. Senthilkumar. "Biodegradation behaviour of green composite sandwich made of flax and agglomerated cork." Polymers and Polymer Composites 30 (January 2022): 096739112211036. http://dx.doi.org/10.1177/09673911221103602.

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Material experts are striving to use natural resources as skin and core in composite sandwiches to achieve light weight, biodegradability, and cost benefits. This paper reports one such newly developed green composite sandwich and its biodegradable behavior. The skin and core of newly developed sandwich are flax fiber and agglomerated cork respectively. This composite sandwich is manufactured by vacuum bagging technique in order to get higher volume fraction of fiber. The biodegradability testing of the composite sandwich has been executed by soil burial test. The verification of the same has

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Vatulia, G. L., A. O. Lovska, S. S. Myamlin, and Ye S. Krasnokutskyi. "Substantiation of the Design Features of Sandwich Panels for Container Wall Lining." Science and Transport Progress, no. 1(101) (March 28, 2022): 55–63. http://dx.doi.org/10.15802/stp2023/280009.

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Purpose. The main purpose of this work is to substantiate the design features of sandwich panels for the manufacture of container walls of size 1SS. Methodology. To ensure the strength of the container walls, it is proposed to use sandwich panels as their components. This involves the manufacture of a sandwich panel from two metal sheets, between which a material with energy-absorbing properties is placed. This solution helps to improve the strength of the container by reducing its load. To determine the thickness of the panel sheet, the corresponding calculations were performed using the Bubn

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Dissertations / Theses on the topic "Sandwich wall"

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Hedman-Pétursson, Eva. "Column buckling with restraint from sandwich wall elements /." Luleå, 2001. http://epubl.luth.se/1402-1544/2001/27/index.html.

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Krödel, Jonsson Viktor. "Burst test analysis of metal sandwich wall panels." Thesis, KTH, Lättkonstruktioner, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-180456.

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In this report, an investigation of some of the most common damage models available in literature is performed. Their ability to predict ductile failure of metals will be compared and a specific focus is put on burst failure prediction of the cooling channels inside a sandwich wall structure. This structure is intended to be used at future versions of the Ariane rocket nozzles developed at GKN-Aerospace in Trollhättan, Sweden. Currently GKN-Aerospace uses a prediction method of burst failure based on the Rice and Tracey damage model but it has been shown to sometimes deviate from experimental

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Faghih, Faezeh. "Structural performance of nano concrete-steel sandwich wall." Thesis, City, University of London, 2018. http://openaccess.city.ac.uk/19774/.

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Concrete is extensively used in the construction of infrastructures, however formation and development of cracks undermines the integrity of the structure. Thus, both improving the mechanical properties of this construction material as well as structural health monitoring of structures are essential tasks to be tackled. The research covered in this thesis is concerned with mechanical properties of carbon nanofiber reinforced concrete and the effect of this type of concrete on structural performance of the composite steel-concrete sandwich (SC) system. The use of nanofibers such as Carbon Nanof

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Syndergaard, Parker. "Comparing Sandwich Wall Panel Shear Connector Testing Methodologies." DigitalCommons@USU, 2018. https://digitalcommons.usu.edu/etd/7002.

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Precast concrete sandwich wall panels (PCSWPs) have been used in the precast industry for decades due to their durability, rapid construction, and thermal efficiency. Shear connectors are used to connect the two wythes of concrete to allow composite action of the system. The use of glass fiber reinforced polymer (GFRP) connectors is a relatively recent breakthrough in PCSWP design. GFRP connectors allow full composite action to occur, while still maintaining the thermal efficiency of the system by not allowing thermal bridging to occur. In order to design concrete sandwich panel systems to act

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Pozo, Fray. "On Thermal Bowing of Concrete Sandwich Wall Panels with Flexible Shear Connectors." DigitalCommons@USU, 2018. https://digitalcommons.usu.edu/etd/7133.

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Thermal bowing, often referred as bulging or out-of-plane wall deflection, is a common issue on sandwich panel walls caused by a temperature differential between a building interior temperature and the environment. The stresses caused by temperature changes in concrete members are widely known in the practice of bridge design, but not on sandwich wall panels. For sandwich wall panel applications, it is common to have non-composite panels when the designer expects a high temperature gradient, what yields a less economical design, but reduces the bowing. This project aimed to validate current as

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Hui, Yi. "Development and experimental validation of vibration based damage indicator on a specific twin-wall sandwich structure." Thesis, Lyon, 2018. http://www.theses.fr/2018LYSEC032.

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La surveillance de santé structurale (SHM) a attiré beaucoup d'attention dans de nombreux domaines tels que l'industrie civile, aéronautique, mécanique, etc., car il est important de surveiller l'état de la structure afin d'éviter des défaillances structurelles imprévues. Le processus d'identification des endommagements à quatre niveaux: existence, localisation, sévérité et prédiction de l'évolution des endommagements peut être partiellement réalisé si un propre indicateur est bien choisi. Il existe différents indicateurs d'endommagements dont la gamme d'application de la fréquence s'étend de

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Hardliz, Ronny. "'Wall sandwich' : the architectural gesture in art practice from destruction to non-construction." Thesis, Middlesex University, 2018. http://eprints.mdx.ac.uk/24095/.

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This project uses and researches a particular art practice and its works. In it political and critical architectural strategies converge—convergences currently researched, generally, in cultural fields as modes of countering dominant techniques of governance. It investigates and, crucially, enacts and embodies such architectural art practice as a mode of having knowledge through the figure of non-construction. As ‘creative work’ and ‘text’, in a confluent screening of films and live broadcasts in the Cinema Car as the base of encounter and conversation, and in a confluent writing of quotations

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Allard, Austin. "Energy-Saving Non-Metallic Connectors for Precast Sandwich Wall Systems in Cold Regions." Thesis, North Dakota State University, 2014. https://hdl.handle.net/10365/26840.

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Conserving energy in large structural buildings has become very important in today's economy. A number of buildings today are constructed with sandwich wall panels. Steel connections are most commonly used in these panels. The problem with steel is that it has a tendency to reduce the thermal resistance of the insulation. This project considers glass fiber reinforcing polymers (GFRP) and carbon fiber reinforcing polymers (CFRP) as an alternate material to steel. An experimental sandwich wall panel was constructed and subjected to freezing temperatures. The results of the experimental progr

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Sorensen, Taylor J. "Reducing Thermal Bridging and Understanding Second-Order Effects in Concrete Sandwich Wall Panels." DigitalCommons@USU, 2019. https://digitalcommons.usu.edu/etd/7642.

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Structural engineers have traditionally detailed structures with structural and fabrication efficiency in mind, but often based on a limited understanding of thermal efficiency. Some connection designs can create significant thermal bridging, leading to unnecessary heat transfer and even premature degradation through condensation. Thermal bridging occurs when heat transfer is given a path through a more conductive material like concrete or steel rather than insulation. Concrete sandwich wall panels (SWP) tend to be highly efficient at preventing heat transfer in the middle of panels, with grea

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Wahlström, Dennis. "Probabilistic Multidisciplinary Design Optimization on a high-pressure sandwich wall in a rocket engine application." Thesis, Umeå universitet, Institutionen för fysik, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-138480.

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A need to find better achievement has always been required in the space industrythrough time. Advanced technologies are provided to accomplish goals for humanityfor space explorer and space missions, to apprehend answers and widen knowledges. These are the goals of improvement, and in this thesis, is to strive and demandto understand and improve the mass of a space nozzle, utilized in an upperstage of space mission, with an expander cycle engine. The study is carried out by creating design of experiment using Latin HypercubeSampling (LHS) with a consideration to number of design and simulation

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Books on the topic "Sandwich wall"

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Franke, Manuel. Wall to wall: Manuel Franke, Leni Hoffmann : Sandwich. Aga, 2014.

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McDonald, Dwight. Creep behavior of structural insulated panels (SIPs): Results from a pilot study. United States Department of Agriculture, Forest Service, Forest Products Laboratory, 2014.

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Yan, Jia-Bao. Steel-Concrete-Steel Sandwich Composite Walls. Elsevier Science & Technology, 2024.

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Yan, Jia-Bao. Steel-Concrete-Steel Sandwich Composite Walls. Elsevier Science & Technology, 2024.

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Book chapters on the topic "Sandwich wall"

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Huang, Junqi, Sushil Kumar, and Jian-Guo Dai. "Flexural Behavior of Reinforced Concrete Sandwich Wall Panels Enabled by Fiber-Reinforced Polymer (FRP) Connectors." In Sandwich Composites. CRC Press, 2021. http://dx.doi.org/10.1201/9781003143031-9.

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Dai, Jian-Guo, Sushil Kumar, and Junqi Huang. "Axial Behavior of Reinforced Concrete Sandwich Wall Panels Enabled by Fiber-Reinforced Polymer (FRP) Connectors." In Sandwich Composites. CRC Press, 2021. http://dx.doi.org/10.1201/9781003143031-10.

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Žuvelek, Vlaho, Ivan Ćurković, Ivan Lukačević, and Andrea Rajić. "Numerical Investigation of Double-Skin Cold-Formed Steel Shear Wall Filled with Concrete." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57800-7_9.

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AbstractSteel and composite shear wall systems are used for vertical stabilisation of buildings and have been widely investigated in recent decades. Such systems provide excellent shear strength and ductility while allowing material savings due to optimal material usage and an increase in construction speed. A double-skin cold-formed steel shear wall filled with concrete is an innovative composite shear wall that is composed of cold-formed corrugated steel sheets and intermediate fasteners filled with concrete which is in turn bounded by a steel frame. Steel sheets are connected onto a concret

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Bida, Sani Mohammed, F. N. A. A. Aziz, Mohd Saleh Jaafar, Farzad Hejazi, and Abu Bakar Nabilah. "Efficient Structural Sandwich Wall Panels Devoid of Thermal Bridges." In GCEC 2017. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8016-6_6.

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Guo, Zhenlei, Xiangyu Yao, Zhongjian Duan, Zhijie Gao, and Feihua Yang. "Study on safety performance of large-thickness sandwich wall panels." In Advances in Frontier Research on Engineering Structures Volume 1. CRC Press, 2023. http://dx.doi.org/10.1201/9781003336631-13.

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Peterson, Eric, and Bhavleen Kaur. "Printing Compound-Curved Sandwich Structures with Robotic Multi-Bias Additive Manufacturing." In Computational Design and Robotic Fabrication. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-8405-3_44.

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AbstractA research team at Florida International University Robotics and Digital Fabrication Lab has developed a novel method for 3d-printing curved open grid core sandwich structures using a thermoplastic extruder mounted on a robotic arm. This print-on-print additive manufacturing (AM) method relies on the 3d modeling software Rhinoceros and its parametric software plugin Grasshopper with Kuka-Parametric Robotic Control (Kuka-PRC) to convert NURBS surfaces into multi-bias additive manufacturing (MBAM) toolpaths. While several high-profile projects including the University of Stuttgart ICD/IT

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Wang, Puyan, Feng Tu, Kai Shu, Yi Zhao, Weijun Zhong, and Jian Zhou. "Comparative Study of Tensile Capacity Testing Methods for Metal Connectors Used in Precast Concrete Insulated Sandwich Wall Panels." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_14.

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AbstractMetal connectors are important load-bearing components in precast concrete insulated sandwich wall panels, and their tensile capacity need to be determined through testing. Due to the variety of connector styles and different anchoring structures, this article focuses on the commonly used single-pull and double-pull test methods, using typical specifications of pin connectors and flat connectors for tensile testing, and considering the influence of different constraints on the single-pull test method. By comparing the failure modes, tensile strains and tensile capacity of the connector

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El-Gamal, S., A. Al-Kalbani, and O. Al-Hatmi. "Developing and Investigating the Performance of Thermal Insulation Lightweight Sandwich Wall Panels." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0507-0_57.

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Kumar, Sushil, Binqi Chen, Yuye Xu, and Jian-Guo Dai. "Structural Behavior of Axially Loaded Geopolymer Concrete Sandwich Wall Panel Reinforced with BFRP Grids." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-88166-5_86.

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Hu, Zongbo, and Juan Zhao. "Analysis on dynamic response simulation and explosion resistance of blast-wall with masonry sandwich steel plate." In Advances in Civil Engineering: Structural Seismic Resistance, Monitoring and Detection. CRC Press, 2022. http://dx.doi.org/10.1201/9781003310884-9.

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Conference papers on the topic "Sandwich wall"

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He, Jiaxuan, Gabriele Milani, and Yaorong Dong. "Seismic Fragility Analysis of Precast Concrete Sandwich Wall Panel Structure." In 2024 IEEE International Workshop on Metrology for Living Environment (MetroLivEnv). IEEE, 2024. http://dx.doi.org/10.1109/metrolivenv60384.2024.10615686.

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Fatriady, M. R., Rudy Djamaluddin, Muhammad Wihardi Tjaronge, and A. A. Amiruddin. "Properties of Composite Panel as Wall Structure for Housing." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-t5dm8u.

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As a country within the World Ring of Fire, Indonesia is a country prone to natural disasters such as earthquakes. As a result, casualties, damage to buildings and limited access to a number of isolated locations in remote areas. However, the handling of victims should not be slowed down. The development of civil engineering supports environmentally friendly behavior while creating building innovations from small mass materials that are able to reduce the weight of the building itself which has been a problem with the magnitude of the impact of earthquakes. The author conducted mechanical test

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Yancang, Li, Ge Xiaohua, and Wang Fengxin. "New Corrosion Resistance Bar in Sandwich Wall." In 2010 International Conference on Challenges in Environmental Science and Computer Engineering. IEEE, 2010. http://dx.doi.org/10.1109/cesce.2010.97.

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Marshall, Peter W., Andrew Palmer, J. Y. Richard Liew, Tongyun Wang, and Ma Khine Wa Thein. "Bond Enhancement for Sandwich Shell Ice Wall." In SNAME 9th International Conference and Exhibition on Performance of Ships and Structures in Ice. SNAME, 2010. http://dx.doi.org/10.5957/icetech-2010-172.

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A previous paper (Marshall et al 2009) describes the Singaporean concept for an Arctic caisson, consisting of a pre-fabricated hollow steel shell, transported to site on a submersible heavy-lift vessel, and filled with concrete after being set on a prepared foundation. The resulting curved sandwich shell, steel-concrete-steel (30-500-30 mm), was shown to be capable of resisting the full range of broad-area and higher localized patch loads specified in the draft ISO 19906. Tests of a large-scale shell reinforced with J-hook radial ties inside the sandwich showed excellent performance. However,

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Mathew, Alka Susan, and Regi P. Mohan. "Analytical Study on Seismic Performance of Aluminium Sandwich Shear Wall with Different Core Shapes." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.6.

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Shear walls are efficient monotonic load resisting systems in high rise or super high rise framed structures and hence are the most critical elements in seismic design. This paper focus on application of Aluminium sandwich shear walls (ASSW) consist of aluminium panels as top and bottom plates and aluminium core to serve as seismic protection system. ASSW have the advantage that these are light weight systems with high stiffness to weight ratio and bending strength. These could well replace steel shear walls which are having more structural weight. This paper presents analytical analysis of pe

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Tahseen, Hafiz Usman, Lixia Yang, and Saad Uddin. "Submarine Antenna Performance with Novel Shaped Sandwich-Wall Radome." In 2020 International Symposium on Networks, Computers and Communications (ISNCC). IEEE, 2020. http://dx.doi.org/10.1109/isncc49221.2020.9297245.

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Pandhare, Rashmi A., Jay D. Shah, Ashwin Kothari, Yogesh Solunke, Fateh Lal Lohar, and Dinesh Yadav. "Ultra-wideband A-Sandwich Radome wall with Multilayer FSS." In 2023 IEEE Microwaves, Antennas, and Propagation Conference (MAPCON). IEEE, 2023. http://dx.doi.org/10.1109/mapcon58678.2023.10463872.

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lakshmi N., Sooriya, Jane Helena H, and Sherila B. "Thermal Performance of Sandwich Wall Panels With Core Insulating Material." 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.2023.0517.

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<p>Air conditioning systems account for bulk total energy consumption in buildings. The major phenomenon behind thermal insulation is the conservation of energy. In this paper, experimental analysis on the thermal performance of concrete sandwich wall panels (SWP) was studied by varying the core insulation material and was compared with conventional concrete wall panels (CCWP). Insulation materials used for analysis include expanded polystyrene (EPS), air cavity, paper boards, and wood sawdust.</p><p>In the laboratory, the thermal conductivity of core insulation materials was

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Assaf, Rawad, and Walid Larbi. "Finite Element Analyses of Double-Wall Sandwich Structures with Viscoelastic Core." In 2014 International Conference on Computing in Civil and Building Engineering. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413616.159.

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Lee, Byoung-Jun, and Stephen Pessiki. "Thermal Behavior of Precast Prestressed Concrete Three-Wythe Sandwich Wall Panels." In Architectural Engineering Conference (AEI) 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40798(190)3.

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Reports on the topic "Sandwich wall"

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Lee, Byoung-Jun, and Stephen Pessiki. Development of a Precast Prestressed Concrete Three-Wythe Sandwich Wall Panels. Precast/Prestressed Concrete Institute, 2003. http://dx.doi.org/10.15554/pci.rr.comp-017.

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Naito, Clay J., John M. Hoemann, Jonathon S. Shull, et al. Precast/Prestressed Concrete Experiments Performance on Non-Load Bearing Sandwich Wall Panels. Defense Technical Information Center, 2011. http://dx.doi.org/10.21236/ada545204.

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Lee, You-Jung, and Stephen Pessiki. Development of the Characteristic Section Method to Estimate Thermal R-Values for Precast Concrete Sandwich Wall Panels. Precast/Prestressed Concrete Institute, 2003. http://dx.doi.org/10.15554/pci.rr.comp-016.

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AXIAL COMPRESSION BEHAVIOR OF DOUBLE-SKIN COMPOSITE SHEAR WALL WITH T-STIFFENER AND HEADED STUD CONNECTORS. The Hong Kong Institute of Steel Construction, 2025. https://doi.org/10.18057/ijasc.2025.21.2.1.

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Double-skin composite shear walls (DSCSWs) offer high strength and improve construction processes in tall structures, offshore constructions, and nuclear power plants. This paper investigates the compressive performance of DSCSWs, which consist of concrete sandwiched between two external steel faceplates and bonded with connectors at regular intervals. Three-dimensional finite element (FE) modeling is established and verified against five axial compression test specimens to predict the ultimate compressive capacity and failure modes of DSCSWs with bolts, head studs, and T-stiffener connectors.

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