Littérature scientifique sur le sujet « INFILLED WALLS »
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Articles de revues sur le sujet "INFILLED WALLS"
Umar, Muhammad, Syed Azmat Ali Shah, Khan Shahzada, Muhammad Tayyab Naqash et Wajid Ali. « Assessment of Seismic Capacity for Reinforced Concrete Frames with Perforated Unreinforced Brick Masonry Infill Wall ». Civil Engineering Journal 6, no 12 (1 décembre 2020) : 2397–415. http://dx.doi.org/10.28991/cej-2020-03091625.
Texte intégralMarinković, Marko, Santiago Calvinisti et Christoph Butenweg. « Numerical analysis of reinforced concrete frame buildings with decoupled infill walls ». Gradjevinski materijali i konstrukcije 63, no 4 (2020) : 13–48. http://dx.doi.org/10.5937/grmk2004013m.
Texte intégralGrubišić, Marin, Tanja Kalman Šipoš, Ante Grubišić et Benjamin Pervan. « Testing of Damaged Single-Bay Reinforced Concrete Frames Strengthened with Masonry Infill Walls ». Buildings 13, no 4 (13 avril 2023) : 1021. http://dx.doi.org/10.3390/buildings13041021.
Texte intégralLeite, João, Paulo B. Lourenço et Nuno Mendes. « Design Proposal for Masonry Infill Walls Subject to Seismic Actions ». Applied Sciences 12, no 1 (5 janvier 2022) : 503. http://dx.doi.org/10.3390/app12010503.
Texte intégralHao, Wei Jie, et Xing Fu Hu. « Summary of Seismic Performance of the Frame Structure with Infill-Walls ». Applied Mechanics and Materials 501-504 (janvier 2014) : 1600–1603. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1600.
Texte intégralFerraioli, Massimiliano, et Angelo Lavino. « Irregularity Effects of Masonry Infills on Nonlinear Seismic Behaviour of RC Buildings ». Mathematical Problems in Engineering 2020 (29 juin 2020) : 1–18. http://dx.doi.org/10.1155/2020/4086320.
Texte intégralWang, Xiaomin, Yuhan Su, Jingchang Kong, Maosheng Gong et Chunhui Liu. « The Over-Strength Coefficient of Masonry-Infilled RC Frame Structures under Bidirectional Ground Motions ». Buildings 12, no 9 (23 août 2022) : 1290. http://dx.doi.org/10.3390/buildings12091290.
Texte intégralYUEN, Y. P., et J. S. KUANG. « MASONRY-INFILLED RC FRAMES SUBJECTED TO COMBINED IN-PLANE AND OUT-OF-PLANE LOADING ». International Journal of Structural Stability and Dynamics 14, no 02 (5 janvier 2014) : 1350066. http://dx.doi.org/10.1142/s0219455413500661.
Texte intégralSattar, Siamak, et Abbie B. Liel. « Seismic Performance of Nonductile Reinforced Concrete Frames with Masonry Infill Walls—II : Collapse Assessment ». Earthquake Spectra 32, no 2 (mai 2016) : 819–42. http://dx.doi.org/10.1193/091514eqs141m.
Texte intégralShendkar, Mangeshkumar R., Denise-Penelope N. Kontoni, Ercan Işık, Sasankasekhar Mandal, Pabitra Ranjan Maiti et Ehsan Harirchian. « Influence of Masonry Infill on Seismic Design Factors of Reinforced-Concrete Buildings ». Shock and Vibration 2022 (27 février 2022) : 1–15. http://dx.doi.org/10.1155/2022/5521162.
Texte intégralThèses sur le sujet "INFILLED WALLS"
Bolourchi, M. « Inclusion of a layer of lead in infilled frame structure ». Thesis, University of Surrey, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.383465.
Texte intégralStavridis, Andreas. « Analytical and experimental study of seismic performance of reinforced concrete frames infilled with masonry walls ». Diss., [La Jolla] : University of California, San Diego, 2009. http://wwwlib.umi.com/cr/ucsd/fullcit?p3386928.
Texte intégralTitle from first page of PDF file (viewed January 19, 2010). Available via ProQuest Digital Dissertations. Vita. Includes bibliographical references (p. 365-372).
Nicoletti, Vanni. « Experimental Evaluation of Infill Masonry Walls Stiffness for the Modelling of Non-Structural Components in R.C. Frame Buildings ». Doctoral thesis, Università Politecnica delle Marche, 2018. http://hdl.handle.net/11566/253124.
Texte intégralInfill walls are commonly disregarded in the modelling of reinforced concrete (r.c.) frame structures and only their contribution in terms of mass is taken into account assuming that resistance and stiffness do not affect the structural response. This practice is supported by the fact that (i) at ultimate limit state infill walls are usually considered to be completely damaged, so that their contribution is negligible in terms of stiffness, while (ii) at the damage limitation limit state the value of the interstorey drift, obtained by neglecting the infill walls stiffness contribution, is commonly considered to be conservative. However, for strategic buildings, such as schools, hospitals, police and fire stations, it is crucial to preserve the infill walls from any damage, even for severe earthquake, in order to guarantee the building occupancy during the emergency management. Furthermore, these buildings are sometimes seismically protected with system and devices (dampers, isolators, etc…) whose design requires the real dynamic behaviour of the structure (in terms of frequencies and/or displacements and/or velocities) to be considered. To this purpose, it becomes crucial to accurately model the entire structure, including infill walls, and to validate this model on the basis of experimental evidences. The wall typology and the construction procedures are source of uncertainties in modelling interactions between structural and non-structural components. Thus, an experimental evaluation of the stiffness properties of the wall infill panel could be very useful to assess the stiffening contribution added by the infill masonry walls to the concrete frame in the structural model adopted for the design. In this thesis is presented a procedure for developing accurate global finite element (f.e.) models of infilled r.c. frame buildings based on results of experimental an operational modal analysis of non-structural components and of the whole buildings. In particular, impact load tests with an instrumented hammer are performed on homogeneous wall panels to identify the modal parameters (frequency and mode shapes) and to estimate the mechanical properties of the masonry walls. Afterwards, the infill walls are included in the f.e. structural model, whose modal parameters are compared with those derived with operational modal analysis based on ambient vibration measurements. Furthermore, an experimental campaign on three specimens of infill masonry walls built in the Laboratory of Materials and Structures of the Faculty of Engineering at the Università Politecnica delle Marche is conducted. These specimens are built with the target to reproduce the features of some of the in situ investigated infill walls and are tested both dynamically and statically. First of all, impact load tests with an instrumented hammer are performed to investigate the out of plane dynamic behaviour of these walls; then, lateral load tests are carried out to investigate the in plane static behaviour of the panel under low level of lateral forces. The experimental results obtained are used to calibrate f.e. models of the specimens with the aim to evaluate the reliability of the masonry mechanical properties estimated through different approaches.
Tasligedik, Ali Sahin. « Damage mitigation strategies for non-structural infill walls ». Thesis, University of Canterbury. Civil and Natural Resources Engineering Department, 2014. http://hdl.handle.net/10092/9462.
Texte intégralEbert, Doreen. « 4 walls + ». Thesis, Virginia Tech, 2000. http://hdl.handle.net/10919/33424.
Texte intégralMaster of Architecture
Schumacher, Ann. « Connection of infill panels in steel plate shear walls ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/mq21206.pdf.
Texte intégralLunn, Dillon Stewart. « Behavior of Infill Masonry Walls Strengthened with FRP Materials ». NCSU, 2009. http://www.lib.ncsu.edu/theses/available/etd-04282009-143603/.
Texte intégralOzturk, Mehmet Selim. « Effects Of Masonry Infill Walls On The Seismic Performance Of Buildings ». Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606753/index.pdf.
Texte intégralCornelio, Tony Justin. « Effect of infill panels on the seismic response of a typical R.C. frame ». Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/2868/.
Texte intégralAkin, Emre. « Strengthening Of Brick Infilled Rc Frames With Cfrp Reinforcement-general Principles ». Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613172/index.pdf.
Texte intégralLivres sur le sujet "INFILLED WALLS"
Mohammed, Nazief. Behaviour Of Masonry Infill Walls With And Without Openings. LAP Lambert Academic Publishing, 2015.
Trouver le texte intégralChapitres de livres sur le sujet "INFILLED WALLS"
Ersoy, Ugur, Guney Ozcebe, Tugrul Tankut, Ugurhan Akyuz, Emrah Erduran et Ibrahim Erdem. « Strengthening of Infilled Walls with CFRP Sheets ». Dans Seismic Assessment and Rehabilitation of Existing Buildings, 305–34. Dordrecht : Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_15.
Texte intégralTsimbelman, N. Ya, I. V. Kuzovatkin, T. I. Chernova, Ya I. Kotik, D. Iu Ivannikov et V. N. Babkin. « Retaining walls made of infilled blocks in civil engineering ». Dans Smart Geotechnics for Smart Societies, 2600–2605. London : CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-405.
Texte intégralSeki, Matsutaro, Masaki Maeda et Hamood Al-Washali. « A Proposal on the Simplified Structural Evaluation Method for Existing Reinforced Concrete Buildings with Infilled Brick Masonry Walls ». Dans Seismic Hazard and Risk Assessment, 493–503. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74724-8_33.
Texte intégralHao, Jiping, Xinghuang Wu, Weifeng Tian, Shenghui Li et Rong Wang. « Experimental and Numerical Investigation of Weak-Axis Connected Steel Plate Shear Wall with Non-slotted and Partially Slotted Infill Plates ». Dans Advances in Frontier Research on Engineering Structures, 113–29. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_11.
Texte intégralCimellaro, Gian Paolo, et Sebastiano Marasco. « Seismic Modeling of Infill Walls ». Dans Introduction to Dynamics of Structures and Earthquake Engineering, 369–90. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-72541-3_16.
Texte intégralShi, Dingding. « Seismic performance of infilled wall-steel frame structure ». Dans Advances in Civil Engineering : Structural Seismic Resistance, Monitoring and Detection, 78–86. London : CRC Press, 2022. http://dx.doi.org/10.1201/9781003310884-12.
Texte intégralFurtado, Andre Filipe. « Simplified Macro-modelling of Infill Masonry Walls Seismic Behaviour ». Dans Springer Theses, 263–345. Cham : Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-20372-5_7.
Texte intégralMi, Xufeng, Lin Wang et Guobao Zhou. « Analysis Model for Concrete Infill Slit-Wall ». Dans Computational Structural Engineering, 1231–37. Dordrecht : Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_139.
Texte intégralLombillo, I., Y. Boffill, J. Pinilla, E. Moreno et H. Blanco. « Characterization of Ancient Mixed Masonry Structures of Brickwork Infilled by Cobblestone Wall ». Dans Case Studies in Building Rehabilitation, 17–37. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-49202-1_2.
Texte intégralKaradogan, Faruk, Sumru Pala, Alper Ilki, Ercan Yuksel, Waiel Mowrtage, Pinar Teymur, Gulseren Erol, Kivanc Taskin et Rasit Comlek. « Improved Infill Walls and Rehabilitation of Existing Low-Rise Buildings ». Dans Seismic Risk Assessment and Retrofitting, 387–426. Dordrecht : Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2681-1_19.
Texte intégralActes de conférences sur le sujet "INFILLED WALLS"
Aliyu, Ahmad Mubarak, et Adamu Kabiru. « Influence of infill wall in RC frames ». Dans 22nd International Scientific Conference Engineering for Rural Development. Latvia University of Life Sciences and Technologies, Faculty of Engineering, 2023. http://dx.doi.org/10.22616/erdev.2023.22.tf214.
Texte intégralWang Meng, He Mingsheng, Lu Junlong et Huang Wei. « Numerical analysis of MTMD by infilled-walls in frame structures ». Dans 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776118.
Texte intégralFurtado, André, Hugo Rodrigues, António Arêde, Humberto Varum et Pedro Delgado. « PERFORMANCE ASSESSMENT OF INFILLED RC STRUCTURES CONSIDERING THE INFILL MASONRY WALLS OUT-OF-PLANE BEHAVIOUR ». Dans 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5455.18547.
Texte intégralQin, Rong, Guo Lanhui, Fan Feng et Zhang Sumei. « Seismic behavior of composite frame infilled composite steel plate shear walls ». Dans 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769262.
Texte intégralElesawy, Alaa, et Mustafa Batikha. « Structural behaviour of steel plate infilled outrigger wall system ». Dans IABSE Congress, Christchurch 2021 : Resilient technologies for sustainable infrastructure. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1265.
Texte intégralHan, Jianping, Zhenlong Zhang, Linjie Huang et Xiaoyun Sun. « INFLUENCE OF IN-PLANE AND OUT-OF-PLANE INTERACTION OF INFILL WALLS ON GLOBAL COLLAPSE RESISTANCE CAPACITY OF INFILLED RC FRAME ». Dans 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5653.18616.
Texte intégralMemari, A. M., et M. Aliaari. « Seismic Isolation of Masonry Infill Walls ». Dans Structures Congress 2004. Reston, VA : American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)17.
Texte intégralMertz, Greg, et Thomas Houston. « Seismic Analysis of Reinforced Concrete Walls With Granular Infill ». Dans ASME 2006 Pressure Vessels and Piping/ICPVT-11 Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/pvp2006-icpvt-11-93610.
Texte intégralBudiwati, Ida Ayu Made, et Made Sukrawa. « Development of diagonal strut width formula for infill wall with reinforced opening in modeling seismic behavior of RC infilled frame structures ». Dans HUMAN-DEDICATED SUSTAINABLE PRODUCT AND PROCESS DESIGN : MATERIALS, RESOURCES, AND ENERGY : Proceedings of the 4th International Conference on Engineering, Technology, and Industrial Application (ICETIA) 2017. Author(s), 2018. http://dx.doi.org/10.1063/1.5042918.
Texte intégralYeh, Yung-Hsin, et Wen-I. Liao. « Cyclic Performance of Two-Story Ductile RC Frames With Infill Walls ». Dans ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71453.
Texte intégralRapports d'organisations sur le sujet "INFILLED WALLS"
Guo, Yan-Lin, Xiao Yang, Peng Zhou, Jing-Shen Zhu et Meng-Zheng Wang. DESIGN METHOD OF WALL PANEL STABILITY OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS UNDER AXIAL COMPRESSION. The Hong Kong Institute of Steel Construction, décembre 2018. http://dx.doi.org/10.18057/icass2018.p.124.
Texte intégralZhu, Jing-Shen, Yan-Lin Guo, Meng-Zheng Wang et Xiao Yang. FAILURE MECHANISM OF STEEL CORRUGATED-PLATES IN CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS UNDER COMPRESSIONS. The Hong Kong Institute of Steel Construction, décembre 2018. http://dx.doi.org/10.18057/icass2018.p.077.
Texte intégralGuo, Yan-Lin, Meng-Zheng Wang, Jing-Shen Zhu et Xiao Yang. LOAD-BEARING CAPACITY OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE WALLS WITH T-SECTION UNDER COMBINED AXIAL COMPRESSION AND BENDING MOMENT. The Hong Kong Institute of Steel Construction, décembre 2018. http://dx.doi.org/10.18057/icass2018.p.076.
Texte intégralAl-Chaar, Ghassan L., et Armin Mehrabi. Constitutive Models for Nonlinear Finite Element Analysis of Masonry Prisms and Infill Walls. Fort Belvoir, VA : Defense Technical Information Center, mars 2008. http://dx.doi.org/10.21236/ada496667.
Texte intégralSEISMIC COLLAPSE AND DEBRIS DISTRIBUTION OF STEEL FRAME STRUCTURES WITH INFILL WALLS. The Hong Kong Institute of Steel Construction, août 2022. http://dx.doi.org/10.18057/icass2020.p.315.
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