Gotowe bibliografie tematyczne / RCC LOAD BEARING WALL

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  1. Artykuły w czasopismach
  2. Rozprawy doktorskie
  3. Książki
  4. Części książek
  5. Streszczenia konferencji
  6. Raporty organizacyjne

Gotowa bibliografia na temat „RCC LOAD BEARING WALL”

Autor: Grafiati
Data publikacji: 11 września 2023

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Artykuły w czasopismach na temat "RCC LOAD BEARING WALL"

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Maharjan, Rajib, and Vivek Shrestha. "Analysis of One Bay Residential Building with Combined RCC Frame and Load Bearing Wall Structures." Journal of the Institute of Engineering 13, no. 1 (2018): 117–24. http://dx.doi.org/10.3126/jie.v13i1.20356.

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The major purpose of this study is to justify construction method of a hybrid structure in core area with construction complexity due unsafe excavation conditions and tries to define its rigidity and strength. Both RCC and Frame structure transfer same load to ground through foundation but the transfer mechanism varies. In some practical condition, building construction should be carried out in compact areas with unsafe adjoining building where adequate excavation for foundation cannot be carried out. In such cases, one bay hybrid structure is proposed for construction with combined RCC frame
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., Amit Barde. "LOAD BEARING RCC SHEAR WALL SYSTEM FOR TALL RESIDENTIAL BUILDINGS IN INDIA – A GLOBAL PERSPECTIVE ON MINIMUM WALL THICKNESS REQUIREMENTS." International Journal of Research in Engineering and Technology 05, no. 32 (2016): 39–47. http://dx.doi.org/10.15623/ijret.2016.0532006.

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Shen, Zhao Wu, She Liang Wang, and Xiang Zhao. "Study on Aseismic Behavior of Shear Wall with Frame Column in the Large Thermal Power Plant." Advanced Materials Research 446-449 (January 2012): 621–25. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.621.

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In order to analyze aseismic behavior of the high reinforced concrete (R.C.) shear wall with frame column in the large thermal power plant, the model structure has been taken test with method of low frequency cyclic repeated load that has 1/15 scaling factor to practical structure. At same time the model has been analyzed by the finite element method which takes the Hognestad concrete constitutive model and ideal elastic-plasticity steel reinforcement constitutive equation. It has been found that the hysteretic curve is relatively full and energy dissipation capacity is better through the expe
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Yuan, Hanquan, Lihua Zhu, Yixuan Wang, and Fengjian Zhang. "Mechanical and Thermal Properties of RCB Masonry Containing Three Rows of Holes." Advances in Materials Science and Engineering 2021 (July 15, 2021): 1–13. http://dx.doi.org/10.1155/2021/5553406.

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In order to promote and apply the structures of the recycled concrete block (RCB) masonry, the thermal and mechanical properties of the recycled concrete specimens were tested in this study. The RCB can meet load-bearing and seismic requirements and was prepared through experiments. Concurrently, the mechanical property experiment was conducted on the RCB masonry, and then its failure process and mode were discussed. In addition, a thermal property test was completed on the RCB wall, and the difference in the thermal properties of single-row hole, three-row hole, and solid blocks was analyzed
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Jadhav, Prasad J., Vikramsinh S. Tiware, Vivek V. Mane, Nitish A. Mohite, and Siddhesh Tiwale S. "Seismic Behaviour and Design of RC Shear Wall using ETABS software." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 4679–84. http://dx.doi.org/10.22214/ijraset.2022.46047.

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Abstract: The present paper shows seismic behavior of building under the action of earthquake load [ bhuj earthquake] by performing time history analysis. Nowadays buildings with shear walls are more popular than buildings without shear wall in earthquake prone areas due to its resistance during earthquake. In this project G+10 RCC building is considered for the structural analysis for zone III and suitable load combination. The purpose of this study is to find the prime location of shear wall and then investigate the effectiveness of best shear wall for the RCC structure. The structure is ana
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Pan, Li Cheng, Xi Yan Wang, and Deng Feng Wang. "Influence of Stressed Skin Effect on the Bearing Capacity of Electrostatic Precipitator Casing Wall." Advanced Materials Research 1049-1050 (October 2014): 246–50. http://dx.doi.org/10.4028/www.scientific.net/amr.1049-1050.246.

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In wall-column structural system of electrostatic precipitator casing, wall will share the load with column and provide lateral bracing support when the load is applied on the column .Then the wall panel exert the stressed skin effect, which will influence its load bearing capacity. By nonlinear finite element method, when wall panel exerts stressed skin effect, whether the effect will influence the wall bearing capacity is investigated as well as the failure mode. The relationship is analyzed between the loading level onto column, panel thickness, loading form onto wall and the affecting degr
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Jin, Yu Jie, Kun Qian, and Miao Wang. "Experimental Analysis of Wall Consist of Straw Concrete Composite Board under the Action of Vertical Load." Advanced Materials Research 671-674 (March 2013): 413–16. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.413.

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This article mainly analyzes characteristics on bearing capacity of wall consist of the straw composite board under vertical load, as well as bearing characteristics of various member under vertical load. Through the model test of 1:50 scale, it is obtained that cracking load, ultimate load and deformation of various elements of wall model in the process of test. The required data is provided that the bearing capacity formula under axial compression is to calculate straw concrete wall consist of composite board.
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Huang, Qunyi, John Orr, Yanxia Huang, Feng Xiong, and Hongyu Jia. "Seismic performance of a load-bearing prefabricated composite wall panel structure for residential construction." Advances in Structural Engineering 23, no. 13 (2020): 2928–41. http://dx.doi.org/10.1177/1369433220927257.

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To improve both seismic performance and thermal insulation of low-rise housing in rural areas of China, this study proposes a load-bearing prefabricated composite wall panel structure that achieves appropriate seismic performance and energy efficiency using field-assembled load-bearing prefabricated composite wall panels. A 1:2 scale prototype built using load-bearing prefabricated composite wall panel is subjected to quasi-static testing so as to obtain damage characteristics, load-bearing capacity and load–displacement curves in response to a simulated earthquake. As a result, seismic perfor
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Fawzey, Sara, and Wael Ibrahim. "BEHAVIOR OF LOAD BEARING WALL FABRICATED FROM LIMESTONE." Engineering Research Journal 168 (December 1, 2020): 172–90. http://dx.doi.org/10.21608/erj.2020.140130.

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Wissam K. Al-Saraj, Dr, Dr Layth Abdulbari Al-Jaberi, Sahar J. AL-Serai, and . "Carbon Fiber Strengthening of Geopolymer Concrete Wall Panels with Iron Fillings." International Journal of Engineering & Technology 7, no. 4.20 (2018): 399. http://dx.doi.org/10.14419/ijet.v7i4.20.26142.

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Wall is a vertical plate member resisting vertical (in-plane) or lateral loads. Load-Bearing walls were referred to RC wall panels which were commonly used as load-bearing structural members, braced and laterally supported by the rest of the structure, local materials such as Metakaolin and alkaline solutions are used to cast (600x400) mm reinforced concrete wall panels with 40 mm thickness. To find the ultimate bearing capacity and lateral deflection of wall panels. Seven specimens are divided in two groups to study the variation effect of iron filling (0, 0.5, 0.75 and 1.0)% and carbon fiber
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Rozprawy doktorskie na temat "RCC LOAD BEARING WALL"

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Guler, Gokay. "Effect Of Inelastic Behaviour Of Load Bearing Walls On The Frame." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610566/index.pdf.

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The purpose of this study is to investigate the influence of material and geometric nonlinearities occurring in beams, columns and walls of RC frame-wall structural systems when undergoing severe ground excitations. For this purpose, a low-rise RC building is considered with and without walls, and the joining beams and columns are designed with the strong-column weak-beam concept. The dimensions, material properties and the reinforcement amounts are calculated in accordance with the values suggested in design codes. Each structure is analyzed for various levels of applied vertical force and ch
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Akbari, Masomeh. "Bearing Behaviour and Design of Aluminium Sub-Heads in Window Wall Frames." Thesis, Griffith University, 2021. http://hdl.handle.net/10072/404465.

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A unique combination of properties makes aluminium one of the most desirable materials in many construction sectors including façade industry. Aluminium window walls as a façade system provide resistance against wind load and are decisive elements in the performance of the building envelope. In considering their complex functions, they are subjected to numerous criteria and continuing research and improvement. Window walls are commonly made of glass supported by aluminium framing members, and occupy a considerable share of the building cost. The aluminium frames of window walls (comprised of h
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Kintingu, Simion Hosea. "Design of interlocking bricks for enhanced wall construction, flexibility, alignment accuracy and load bearing." Thesis, University of Warwick, 2009. http://wrap.warwick.ac.uk/2768/.

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The worldwide housing shortage has stimulated a search for appropriate, easy, fast and cost-effective new ways of wall construction. Among many technologies found to have promise is mortarless technology using dry-stack interlocking bricks/blocks. This thesis is about such mortarless walling technology and in particular: how to improve wall-construction flexibility, the effects of brick irregularities on wall alignment accuracy and wall behaviour (stiffness, strength) when subject to lateral forces. The flexibility of mortarless technology (MT) has been enhanced by the development of new brick
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Doh, Jeung-Hwan, and n/a. "Experimental and Theoretical Studies of Normal and High Strength Concrete Wall Panels." Griffith University. School of Engineering, 2003. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20030605.114125.

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The wall design equations available in major codes of practice (e.g. AS3600 and ACI318) are intended for the design of normal strength concrete load bearing walls supported at top and bottom only. These codes fail to recognise any contribution to load capacity from restraints on the side edges. They also fail to give guidance on the applicability of the equations to high strength concrete. Further, they do not consider slender walls. In many situations walls have side edges restrained and are composed of high strength concrete with high slenderness ratios. The recognition of these factors in t
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Doh, Jeung-Hwan. "Experimental and Theoretical Studies of Normal and High Strength Concrete Wall Panels." Thesis, Griffith University, 2003. http://hdl.handle.net/10072/366176.

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The wall design equations available in major codes of practice (e.g. AS3600 and ACI318) are intended for the design of normal strength concrete load bearing walls supported at top and bottom only. These codes fail to recognise any contribution to load capacity from restraints on the side edges. They also fail to give guidance on the applicability of the equations to high strength concrete. Further, they do not consider slender walls. In many situations walls have side edges restrained and are composed of high strength concrete with high slenderness ratios. The recognition of these factors in t
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Schmitt, Daniel A. "The effects foundation options have on the design of load-bearing tilt-up concrete wall panels." Manhattan, Kan. : Kansas State University, 2009. http://hdl.handle.net/2097/1429.

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Camann, Kevin Robert. "Design and Performance of Load Bearing Shear Walls Made from Composite Rice Straw Blocks." DigitalCommons@CalPoly, 2009. https://digitalcommons.calpoly.edu/theses/218.

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Although rice straw and other grains have been used in building since pre-history, in the past two decades, there has been a move to utilize this rapidly renewable, locally available, agricultural byproduct as part of the sustainable construction movement. Up to this point, this has been done by simply stacking up the full straw bales. Stak Block, invented by Oryzatech, Inc., is a modular, interlocking block made of a composite of rice straw and binding agent that serves as an evolution in straw construction. This study investigates the feasibility of using these Stak Blocks as a structura
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Lee, Dong-Jun. "Experimental and Theoretical Studies of Normal and High Strength Concrete Wall Panels with Openings." Thesis, Griffith University, 2009. http://hdl.handle.net/10072/366995.

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The simplified wall design formulae specified in the Australian (AS3600) and American (ACI318) concrete standards are intended for the design of normal strength concrete load bearing walls supported at top and bottom only. These practical codes fail to recognise any contribution to load capacity from restraints on all four sides, and do not provide recommendations and design equations for walls with openings (window and door). Also the current code methods are not applicable to the design of walls with high strength concrete (f’c>65MPa) or high slendernes
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Li, Kai. "Collapse Experiments and Assessment of Masonry Wall Buildings." The Ohio State University, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1503265342241364.

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Sabri, Amirreza. "Seismic Retrofit of Load Bearing URM Walls with Internally Placed Reinforcement and Surface-Bonded FRP Sheets." Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/40675.

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Concrete block masonry is a common building material used worldwide, including Canada. Reinforced masonry buildings, designed according to the requirements of recent building codes, may result in seismically safe structures. However, unreinforced masonry (URM) buildings designed and constructed prior to the development of modern seismic design codes are extremely vulnerable to seismic induced damage. Replacement of older seismically deficient buildings with new and seismically designed structures is economically not feasible in most cases. Therefore, seismic retrofitting of deficient buildings
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Książki na temat "RCC LOAD BEARING WALL"

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Leonovich, Sergey, Nikolay Chernoivan, Viktor Tur, and Dmitriy Litvinovskiy. Technology of reconstruction of buildings and structures. INFRA-M Academic Publishing LLC., 2022. http://dx.doi.org/10.12737/1867636.

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The monograph provides the basics of technology for the production of general construction and finishing works performed during the reconstruction of existing industrial and civil facilities: strengthening and restoration of exploited structures, as well as the construction of new buildings and structures designed at the reconstructed facility.
 The issues of conducting field surveys of operated buildings and structures in order to prepare a conclusion on the technical condition of load-bearing and enclosing structures are considered.
 The main design solutions and technology of work
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Lynch, Michael B. Steel under Fire: An Investigation of the Structural and Thermal Performance of Load Bearing Staggered Steel Wall Stud Systems under Fire Conditions. Lulu Press, Inc., 2020.

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Części książek na temat "RCC LOAD BEARING WALL"

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Komolov, Vasilii, Artem Belikov, and Peter Demenkov. "Research on Load-Bearing Constructions Behavior During Pit Excavation Under «Slurry Wall» Protection." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-83917-8_29.

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Wang, Jia-Quan, Bin Ye, Liang-Liang Zhang, and Liang Li. "Large-Scale Model Analysis on Bearing Characteristics of Geocell-Reinforced Earth Retaining Wall Under Cyclic Dynamic Load." In Proceedings of GeoShanghai 2018 International Conference: Ground Improvement and Geosynthetics. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0122-3_50.

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"load-bearing brick wall." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_121884.

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"load-bearing interior wall." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_121891.

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"(load-)bearing slurry wall." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_121895.

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"cantilever(ed) (load-)bearing wall." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_30334.

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Volz, Christof, and Stefan Winter. "Load-bearing Structure and External Wall." In Hybrid Construction – Timber External Walls. DETAIL, 2022. http://dx.doi.org/10.11129/9783955535766-003.

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Ahmad, Afaq, and Demitrios M. Cotsovos. "Reliability Analysis of RC Code for Predicting Load-Carrying Capacity of RCC Walls Through ANN." In Advances in Civil and Industrial Engineering. IGI Global, 2023. http://dx.doi.org/10.4018/978-1-6684-5643-9.ch009.

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Over the past couple of decades, a significant rise in utilization of artificial neural network (ANN) in the field of civil engineering has been observed. ANNs have been proven to be very helpful for researchers working in concrete technology. Reinforced cement concrete (RCC) shear walls play an important role in the stability of high-rise reinforced concrete structures. Current study is focused on using ANN-based design technique as an alternative to conventional design codes and physical models to estimate the ultimate load carrying capacity of RCC shear walls. In this study, database of 95 RCC wall samples has been collected from previously published literature. Various critical parameters considered for current research are; length of web portion of the wall (Lw), thickness of wall boundary member (bw), effective depth of wall (d), height of wall (H), shear span ratio (av/d), vertical steel ratio (ρv), horizontal steel ratio (ρh), yield strength of vertical and horizontal steel (fy), compressive strength of concrete (fc), and the ultimate load carrying capacity (Vexp).
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Gómez-Bernal, Alonso, Eduardo Arellano Méndez, Luis Ángel Quiroz-Guzmán, Hugón Juárez-García, and Oscar González Cuevas. "Behavior and Design of Transfer Slabs Subjected to Shear Wall Loads." In Advances and Technologies in Building Construction and Structural Analysis. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.93682.

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This paper investigates the behavior of a transfer slab system used in medium rise building. For this purpose, two slab-wall full-scale specimens were designed, built, and tested to cyclic loads. The two slab-wall prototypes were exposed to three load stages: (a) vertical load, (b) horizontal load, and (c) vertical and horizontal combined load. The first specimen, SP1, includes a masonry wall situated on top of a squared two-way slab of 4.25 m by side, thickness of 12 cm, on four reinforced concrete girders, while the second specimen, SP2, consists of an identical slab but was constructed with a reinforced concrete wall. Some numerical finite element slab-wall models were built using linear and nonlinear models. The most important results presented herein are the change on lateral stiffness and resistance capacity of the load-bearing wall supported on a slab versus the wall supported on a fixed base and the effects that these walls cause on the slabs. During the experimental test process of horizontal loading, we detected that the stiffness of the two slab-wall systems decreased significantly compared to the one on the fixed base wall, a result supported by the numerical models. The models indicated suitable correlation and were used to conduct a detailed parametric study on various design configurations.
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Gong, Chao, Mingming Jia, and Xin Liu. "Mechanical Properties of the Connectors of Steel Frame Embedded and Hung with the Intercalated Multi-Ribbed Composite Wall." In Advances in Transdisciplinary Engineering. IOS Press, 2021. http://dx.doi.org/10.3233/atde210183.

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The multi-ribbed composite wall (MRCW) structure has the advantage of energy-saving, low weight, and adjustable stiffness. The partition, enclosure, and load-bearing capacity can be realized simultaneously. When the steel frame embedded and hung with the intercalated multi-ribbed composite wall (MRCW), the steel frame columns are avoided to expose in the air, so the durability and heat insulation performance of the structure can be improved. The steel frame is connected with the intercalated multi-ribbed composite wall (MRCW) by wet connection, and the mechanical property and the deformation mode of the multi-ribbed composite wall (MRCW) and steel frame are researched. The mechanical property of stud shear connectors is qualitatively and quantitatively analyzed, which is beneficial to improve the related design methods of structures.
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Streszczenia konferencji na temat "RCC LOAD BEARING WALL"

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Lowak, Michael J., Barry L. Bingham, Thomas J. Mander, and John R. Montoya. "Blast Testing of Pre-Cast Concrete Load-Bearing Wall Panels." In Geotechnical and Structural Engineering Congress 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479742.001.

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K. Rossi, Joan, and Tanit Tongthong. "Precast Load Bearing Wall for Low-Cost Housing: a SWOT Analysis in Indonesia." In Annual International Conference on Architecture and Civil Engineering. Global Science & Technology Forum (GSTF), 2015. http://dx.doi.org/10.5176/2301-394x_ace15.146.

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Vaha-Savo, Lauri, Alejandra Garrido Atienza, Christian Cziezerski, et al. "Passive Antenna Systems Embedded into a Load Bearing Wall for Improved Radio Transparency." In 2020 50th European Microwave Conference (EuMC). IEEE, 2021. http://dx.doi.org/10.23919/eumc48046.2021.9338219.

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Juluru, Srija, R. Divahar, G. Harishwar Goud, N. Mohan Chand, and L. Rahul Reddy. "Load bearing capacity of rice husk added glass fiber reinforced hollow block wall." In INTERNATIONAL CONFERENCE ON MECHANICAL, ELECTRONICS AND COMPUTER ENGINEERING: ICMECE 2020. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0024848.

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Chattopadhyay, J., B. K. Dutta, and H. S. Kushwaha. "Load Bearing Capacity of Through Wall Cracked Elbows: Comparison of Test Results With Calculation." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2586.

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Integrity assessment of piping components with postulated cracks is very important for safe and reliable operation of power plants. Pipe bends or elbows are one of the very important piping components in any power plant. The existing equations of limit load of elbows have various shortcomings. Additionally, the test data on elbows are not so abundant in the literature. Against this backdrop, a comprehensive experimental and analytical program has been undertaken at Reactor Safety Division (RSD) of Bhabha Atomic Research Centre (BARC) to carry out fracture tests on through wall cracked elbows a
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"About Simulation of Load-Bearing Capacity of Rammed Earth Wall Based on Big Data." In 2020 Conference on Social Science and Modern Science. Scholar Publishing Group, 2020. http://dx.doi.org/10.38007/proceedings.0000786.

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El-Sisi, A. E., A. Saucier, H. A. Salim, and M. Nawar. "Experimental and Numerical Analysis for Non-Load Bearing Sandwich Wall Panels for Blast Mitigation." In Structures Congress 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480397.007.

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Du, Guangli, Thomas Cornelius, Joergen Nielsen, and Lars Zenke Hansen. "Nonlinear structural analysis of a masonry wall." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0809.

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<p>Structural modelling of a masonry wall is challenging due to material properties, eccentricity of the vertical load, slenderness ratio etc. In recent theoretical developments for design of masonry walls, a new “Phi” method to determine the eccentricity is adopted in Eurocode 6. However, the comparisons between this method and the conventional “Ritter” method shows that for certain prerequisites it would result in substantial different load-bearing capacity. Hence, in order to investigate how support conditions influence the load bearing capacity of the wall, this study performs a nonl
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Du, Guangli, Thomas Cornelius, Joergen Nielsen, and Lars Zenke Hansen. "Nonlinear structural analysis of a masonry wall." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0809.

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<p>Structural modelling of a masonry wall is challenging due to material properties, eccentricity of the vertical load, slenderness ratio etc. In recent theoretical developments for design of masonry walls, a new “Phi” method to determine the eccentricity is adopted in Eurocode 6. However, the comparisons between this method and the conventional “Ritter” method shows that for certain prerequisites it would result in substantial different load-bearing capacity. Hence, in order to investigate how support conditions influence the load bearing capacity of the wall, this study performs a nonl
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Memari, A. M., and Joseph A. Standley. "Introduction of a Transparent Sustainable Load-Bearing Wall System with Integrated Photovoltaic for Residential Construction." In Architectural Engineering Conference (AEI) 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41168(399)17.

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Raporty organizacyjne na temat "RCC LOAD BEARING WALL"

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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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Mander, Thomas J., Barry L. Bingham, Michael J. Lowak, and Michael A. Polcyn. Development of a Simplified Blast Design Procedure and Response Limits for Load-Bearing Precast Wall Panels Subject to Blast Loads. Precast/Prestressed Concrete Institute, 2016. http://dx.doi.org/10.15554/pci.rr.misc-001.

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Delmer, Deborah, Nicholas Carpita, and Abraham Marcus. Induced Plant Cell Wall Modifications: Use of Plant Cells with Altered Walls to Study Wall Structure, Growth and Potential for Genetic Modification. United States Department of Agriculture, 1995. http://dx.doi.org/10.32747/1995.7613021.bard.

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Our previous work indicated that suspension-cultured plant cells show remarkable flexibility in altering cell wall structure in response either to growth on saline medium or in the presence of the cellulose synthesis inhibitor 2,-6-dichlorobenzonitrile (DCB). We have continued to analyze the structure of these modified cell walls to understand how the changes modify wall strength, porosity, and ability to expand. The major load-bearing network in the walls of DCB-adapted dicot cells that lack a substantial cellulose-xyloglucan network is comprised of Ca2+-bridged pectates; these cells also hav
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STUDY ON MECHANICAL PROPERTIES OF STAINLESS STEEL PLATE SHEAR WALL STRENGTHENED BY CORRUGATED FRP. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.305.

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In this paper, the mechanical properties of stainless steel plate shear walls reinforced with fiber reinforced polymer (FRP) of corrugated sections were studied. Two scaled FRP-stainless steel plate shear wall specimens were designed and subjected to the monotonic horizontal load. FRPs in the form of corrugated and flat sections were respectively used to reinforce the embedded steel plates of the steel plate shear wall. The test results show that the failure mode of flat FRP reinforced steel plate shear wall is mainly the peeling of the FRP, while the failure mode of corrugated FRP reinforced
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RESEARCH ON DYNAMIC LOAD CARRYING CAPACITY OF ASSEMBLED INTERNAL STIFFENING WIND TURBINE TOWER BASED ON MULTI-SCALE MODELING. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.513.

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"The development of wind power technology requires higher and larger wind turbines, which requires the bearing tower to increase its height and diameter. The assembled internal stiffened wind turbine tower divides the tower into multiple arc plates along the longitudinal direction, which can be easy transported to the site for assembly. That can solve the problem of height limit in highway transportation. At the same time, the internal stiffener provides better stability and can replace the bottom tower section of conventional wind turbine tower. In this study, the tower section of assembled i
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RESEARCH ON DYNAMIC LOAD CARRYING CAPACITY OF ASSEMBLED INTERNAL STIFFENING WIND TURBINE TOWER BASED ON MULTI-SCALE MODELING. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.1.11.

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The development of wind power technology requires higher and larger wind turbines, which requires the bearing tower to increase its height and diameter. The assembled internal stiffened wind turbine tower divides the tower into multiple arc plates along the longitudinal direction, which can be easy transported to the site for assembly. That can solve the problem of height limit in highway transportation. At the same time, the internal stiffener provides better stability and can replace the bottom tower section of conventional wind turbine tower. In this study, the tower section of assembled in
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EXPERIMENTAL STUDY ON CYCLIC BEHAVIOR OF BLIND-BOLT JOINT CONNECTING STEEL BEAM AND RECTANGULAR TUBE COLUMN. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.2.1.

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An experimental investigation on the cyclic behavior of the joints for steel H-shaped beams to steel rectangular tube columns using end-plate and blind bolts is conducted in this paper. The load-bearing capacity, rotation stiffness and hysteretic behavior of the joints are studied. In terms of the types of beams (pure steel beam and composite steel beam with concrete slab) and columns (pure steel rectangular tube column and concrete-filled steel rectangular tube column), a total of four different joints are tested and compared. It is found that filling concrete in rectangular tube columns can
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