Thematische Bibliographien / SHEAR CORE WITH OUTRIGGER

Inhaltsverzeichnis

  1. Zeitschriftenartikel
  2. Dissertationen
  3. Bücher
  4. Buchteile
  5. Konferenzberichte
  6. Berichte der Organisationen

Auswahl der wissenschaftlichen Literatur zum Thema „SHEAR CORE WITH OUTRIGGER“

Autor: Grafiati
Veröffentlicht am 11. September 2023

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Zeitschriftenartikel zum Thema "SHEAR CORE WITH OUTRIGGER"

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Kushwaha, Vandana, und Neeti Mishra. „A Review on Dynamic Analysis of Outrigger Systems in High Rise Building against Lateral Loading“. International Journal for Research in Applied Science and Engineering Technology 10, Nr. 4 (30.04.2022): 564–68. http://dx.doi.org/10.22214/ijraset.2022.41317.

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Abstract: In this research dynamic analysis of outrigger system was carried out for a 60-storey building having an overall height of 180 m. First of all, comparison of performance between single and multi-outrigger was drawn, then analysis was carried out on different outriggers such as X, V, Inverted V and shear wall. Outriggers were placed according to Taranto theory i.e. (1/n+1), (2/n+1), (3/n+1), (4/n+1) … (n/n+1) of height [30]. Frame with only shear wall core and other outrigger models were analysed in ETABS software and different parameters as Maximum Story Displacement, Maximum Story Drift and Story Shears was compared. By analysing all the models by dynamic analysis for Earthquake Load (Response Spectrum) and static analysis for Wind Load it was concluded that structure becomes more resistive to lateral load with increase in no. of outriggers. Between X, V and inverted V type steel outrigger, inverted V is most effective but when shear wall was used as an outrigger, it gave better results than steel outriggers. Also belt trusses or shear bands increases the effect of outriggers even more. Keywords: Outrigger System, ETABS, Dynamic Analysis, Static Analysis, Lateral Load
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Patel, Pankaj. „Comparative analysis of Wall Belt Systems, Shear Core Outrigger Systems and Truss Belt Systems on Residential Apartment“. International Journal for Research in Applied Science and Engineering Technology 9, Nr. 10 (31.10.2021): 1781–91. http://dx.doi.org/10.22214/ijraset.2021.38686.

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Abstract: The outrigger structural system is one of the horizontal load resisting systems. In this system the belt truss ties all the external columns on the periphery of the structure and the outriggers connect these belt trusses to the central core of the structure thus restraining the exterior columns from rotation. The shear wall was implemented to oppose lateral loads. To complete these characteristic the Outrigger & wall belt system used in the structure. In this project a G+10 Storey structure has analysed using seven different cases named as RA1 to RA7-OTB. 1 to 7 indicates single outrigger system, shear core outrigger system truss belt support system with optimized trusses, at various locations under seismic zone III. The built up area used for various case as 315 sq. m. After performing result analysis, the comparative analysis of all the cases shows that the most efficient case for the above study is Case RA4. Here for efficiency of the project, two types of optimized truss belt support which has performed well and observed as most optimized and correspondingly minimum in all the cases. Keywords: Truss wall belt support, core wall belt support, outrigger, wall belt, CSI-ETABS, multi-storey
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Xu, Ze Yao, Qian Lin und Jian Lin Zhang. „Dynamic Response of Damped Outrigger System for Frame-Core Tube Structure under Earthquake Loads“. Advanced Materials Research 243-249 (Mai 2011): 1203–9. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1203.

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The novel passive energy dissipation system named Damped Outrigger System for frame-core tube structure is introduced in recent years, in which the outrigger and perimeter columns are separate, and the vertically acting fluid-viscous dampers connect the end of each of the outrigger walls to the adjacent perimeter column. In this paper, a new simplified model of this structure is studied by considering the damping force and shear stiffness of the core tube and lateral stiffness of the frame with finite element method. The shear correction factor is also employed to consider the shape of the core tube cross section. The numerical example shows that the displacement and the inter-story drift of the structure are reduced effectively under earthquake loads. It means that the damped outrigger is an innovative solution to resisting earthquake loads for frame-core tube structure.
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Çelebi, Mehmet. „Responses of a 58-Story RC Dual Core Shear Wall and Outrigger Frame Building Inferred from Two Earthquakes“. Earthquake Spectra 32, Nr. 4 (November 2016): 2449–71. http://dx.doi.org/10.1193/011916eqs018m.

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Responses of a dual core shear-wall and outrigger-framed 58-story building recorded during the Mw6.0 Napa earthquake of 24 August 2014 and the Mw3.8 Berkeley earthquake of 20 October 2011 are used to identify its dynamic characteristics and behavior. Fundamental frequencies are 0.28 Hz (NS), 0.25 Hz (EW), and 0.43 Hz (torsional). Rigid body motions due to rocking are not significant. Average drift ratios are small. Outrigger frames do not affect average drift ratios or mode shapes. Local site effects do not affect the response; however, response associated with deeper structure may be substantial. A beating effect is observed from data of both earthquakes but beating periods are not consistent. Low critical damping ratios may have contributed to the beating effect. Torsion is relatively larger above outriggers as indicated by the time-histories of motions at the roof, possibly due to the discontinuity of the stiffer shear walls above level 47.
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Swati Nigdikar und V. S. Shingade. „A seismic behavior of RCC high rise structure with and without outrigger and belt truss system for different earthquake zones and type of soil“. World Journal of Advanced Engineering Technology and Sciences 9, Nr. 1 (30.06.2023): 159–65. http://dx.doi.org/10.30574/wjaets.2023.9.1.0156.

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In the present era, there is more demand for high-rise buildings. The growing de- mand for high-rise buildings brings new difficulties and comes up with new safety precautions. With an increase in height of the structure, its rigidity reduces, making it difficult to withstand earthquake and wind effects, hence some preventative structural systems must be used. Some of them are bracings, shear walls, outrig- ger systems and belt truss systems etc. The outrigger and belt truss system is investigated in this study since it is the most effective method for high-rise buildings and skyscrapers. To prevent story drift and the rotational action of the core caused by seismic and wind forces, the external columns in an outrigger system are attached to the main inner or outer core using outrigger beams, walls, and trusses etc. at various floor levels. All external columns that are situated at the peripheral are connected together with truss elements in a belt truss system. This study investigates the comparison of the behavior of high-rise buildings with and without an outrigger system, and belt truss system for all seismic zones (zone II, III, IV and V) with different types of soil (hard, medium, soft). This study is carried out for 40 story buildings using response spectrum analysis. Analysis of the building is carried out by using ETABS 2018 software. The results are in the form of seismic responses like storey displacement, Storey drift, base shear are studied. Results show that the provision of an outrigger and belt truss system reduces the story displacement of the structure. After analysis and comparing the seismic responses of the structure, the building provided with the combination of outrigger and belt truss system perform better as compared to the only outrigger and belt truss system.
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Wang, Zhi Hao. „Free Vibration Analysis of Frame-Core Tube Structures Attached with Damped Outriggers“. Applied Mechanics and Materials 238 (November 2012): 648–51. http://dx.doi.org/10.4028/www.scientific.net/amm.238.648.

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The classical outrigger in frame-core tube structure cantilevering from the core tube or shear wall connected to the perimeter columns directly, which can effectively improve the lateral stiffness of the structure. A new energy-dissipation system for such structural system is studied, where the outrigger and perimeter columns are separate and vertical viscous dampers are equipped between the outrigger and perimeter columns to make full use of the relative big displacement of two components. The effectiveness of proposed system is evaluated by means of the modal damping ratio based on the proposed simplified model. The mathematic models of the structural system are obtained with both the assumed mode shape method and finite element method according to the simplified calculation diagram. Based on the modal damping ratio, the optimal damping coefficients of linear viscous dampers are determined, and effectiveness of proposed system is confirmed.
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Shin, Sung Woo, Cheul Kyu Jung und Kwang Soo Lee. „Control of Lateral Displacement for Super Tall Building by Floor & Partial 3D Brace“. Applied Mechanics and Materials 284-287 (Januar 2013): 1251–58. http://dx.doi.org/10.4028/www.scientific.net/amm.284-287.1251.

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Present control system of lateral displacement for super tall building has problems as follows, stress concentrate on some floor, shear lag, restriction on architectural design, etc. Thus in spite of superior structural ability the efficiency of system is so lessened. This study is about the system that using X type Floor brace and Partial 3D brace, for the purpose of lateral displacement control. This system is a method that distribute lateral loads equally inner wall. According to analysis result, Floor brace and Partial 3D brace system have equal or superior lateral displacement control ability of Outrigger system, by control of brace shape, arrangement, stiffness. When reducing core ratio, Floor brace system shows similar displacement control as outrigger system. If core shape becomes rectangular, Partial 3D brace system does not show difference in maximum displacement in X and Y directions as large as in Outrigger system. Also in case of Outrigger system, abrupt lateral displacement occurs by wind load nearby the outrigger floor. On the contrary, Partial 3D brace system is a structural system advantageous for habitability near specific floor since smaller lateral displacement is shown to reduce the effects of wind vibration and wind acceleration.
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Samat, Roslida Abd, Nasly Mohamed Ali, Abdul Kadir Marsono und Abu Bakar Fadzil. „The Role of Belt Wall in Minimizing The Response Due To Wind Load“. MATEC Web of Conferences 266 (2019): 01009. http://dx.doi.org/10.1051/matecconf/201926601009.

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Outrigger is one of the tall building structural systems that are used to reduce the building responses due to the wind. Outrigger is a stiff beam that connects the core wall to exterior columns and this enables the vertical shear to be transferred from the core to the external columns, thereby forcing the perimeter columns to participate in carrying the overturning moment due to the wind. Belt wall is often added to a building with outrigger system to further reduce the displacement and acceleration of a tall building having an outrigger system. However, it is not known how effective the belt wall is in further reducing the building responses. Thus, 64 story reinforced concrete buildings are studied in order to determine how the belt wall improves the building responses due to the wind. Buildings with an outrigger system and buildings with a combination of the outrigger and belt wall system are analysed by a structural engineering software in order to determine the natural frequencies and eigenvectors in the along-wind, across-wind and torsional direction. The along-wind responses are determined by employing the procedures from the ASCE 7-16 while the across-wind responses of the buildings are calculated based on the procedures and wind tunnel data available in a database of aerodynamic load. Results from the analysis show that the belt wall reduces the along-wind and across-wind responses slightly. However, belt wall reduces the torsional acceleration of the buildings significantly, which otherwise cannot be reduced by the outrigger system.
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Kharade, S. S., und P. B. Salgar. „Review on High Rise Building with Outrigger and Belt Truss System“. International Journal for Research in Applied Science and Engineering Technology 10, Nr. 8 (31.08.2022): 454–60. http://dx.doi.org/10.22214/ijraset.2022.46211.

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Abstract: In present era there is more demand of high rise building. The growing demand for high-rise buildings brings new difficulties and comes up with new safety precautions. With increase in height of structure its rigidity reduces, making it difficult to withstand with earthquake and wind effects, hence some preventative structural systems must be used. Some of them are bracings, shear wall, outrigger system and belt truss system etc. The outrigger and belt truss system is investigated in this study since it has been found to be the most effective method for high rise buildings and skyscrapers. To prevent story drift and the rotational action of the core caused by seismic and wind forces, the external columns in an outrigger system are attached to the main inner or outer core using outrigger beams, walls, trusses etc. at various floor levels. All external columns that are situated at the peripheral are connected together with truss elements in a belt truss system. A number of studies on this subject that have been done in the past are reviewed in this paper. Reviewing research papers let us know about the conclusive results, which served as the basis for the objective of our future study. One of the best systems for controlling excessive drift and lateral displacement caused by lateral loads is the outrigger and belt truss system. By using this system, the risk of structural and non-structural damage can be reduced during small or medium lateral loads caused by either wind or earthquake load
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Ahmed, Mohammed Mudabbir, und Khaja Musab Manzoor. „A Comparative Study On The Seismic Performance Of Multi-storey Buildings With Different Structural Systems“. IOP Conference Series: Earth and Environmental Science 1026, Nr. 1 (01.05.2022): 012020. http://dx.doi.org/10.1088/1755-1315/1026/1/012020.

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Abstract The increasing need of shelter in urban cities due to overpopulated spaces and land inadequacy has forced people to limit their needs and spaces. High-rise buildings are the best solution for providing people space for living and to work on, as the buildings are getting higher and slender, they are exposed to different loading condition, which leads the building to experience higher lateral deformations. With the help of different structural systems, the lateral stiffness of the buildings can be improved, there are many structural systems introduced for the high-rise structures which can provide the buildings adequate strength and stability against lateral loading. This paper examines behaviour of Special Moment Resisting Frame System with shear wall, Outrigger Core Belt Truss Structural System and Braced Frame System on a 30 storey building under worst seismic conditions in India i.e. Zone V. To understand effectiveness of the structural systems subjected to lateral loads, three different structural system are modelled using 3D finite element software ETABS 2018, all the models are subjected to the same loading conditions with same geometrical dimension and typical storey height. Comparison is examined on the basis of different parameters like Modal Mass Participation, Base shear, storey shear, Time period, Lateral displacement, storey drift, storey stiffness, and performance points. It was observed by the dynamic analysis method i.e., response spectrum analysis, and non-liner static analysis, the parameters which were compared between three structural system observed that building with outrigger core belt truss system performs better than Special Moment Resisting Frame + Shear Wall and Braced Frame Structural System.
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Dissertationen zum Thema "SHEAR CORE WITH OUTRIGGER"

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GUPTA, ARUN KUMAR. „DETERMINATION OF SEISMIC PARAMETER OF RCC TALL BUILDING USING SHEAR CORE , SHEAR WALL AND SHEAR CORE WITH OUTRIGGER“. Thesis, DELHI TECHNOLOGICAL UNIVERSITY, 2021. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18840.

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This report covers the detailed explanation about the determination of seismic parameter of RCC tall building using shear core, shear wall and shear core with outrigger. Building are subjected to various loads such as dead load, live load ,wind load and seismic load. Seismic load has extreme adverse effect on building so it is necessary to perform seismic analysis This paper describe about the response of building when it is subjected to seismic load , this response can be shown by story drift and base shear. Seismic analysis has been performed on (G+30) building which is located in zone 4 using ETABS software. Analysis has been performed according to IS 1893 PART 1 (2016). This paper gives total rule to manual as wells programming examination of seismic coefficient technique.
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Peterson, James B. „Comparison of Analysis and Optimization Methods for Core-Megacolumn-Outrigger Skyscrapers“. BYU ScholarsArchive, 2011. https://scholarsarchive.byu.edu/etd/2834.

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The goal of this research is to compare performance of three analysis methods and three optimization methods for core-megacolumn-outrigger, or CMO skyscrapers. The three analysis methods include a 1D stick analysis, 2D frame analysis, and 3D finite element analysis. The three optimization methods include a trial and error optimization, optimality criteria optimization, and genetic algorithm. Each of these methods was compared by applying an example CMO skyscraper. The 1D stick analysis proved to be the most accurate when compared with the 3D finite element results. The genetic algorithm was recommended as the best optimization method in this research. The 1D stick method in this thesis introduces a new analysis involving an outrigger modification factor. The comparison of these optimization methods for skyscrapers has not been reported in the literature.
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Alanazi, Abdulaziz Manqal. „The Use of Core and Outrigger Systems for High-Rise Steel Structures“. University of Dayton / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1576180826759645.

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Zhang, Hong Dong. „Shear lag in tube-in-tube structures coupled with outrigger and belt trusses“. Thesis, University of Macau, 2003. http://umaclib3.umac.mo/record=b1636335.

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DEASON, JEREMY THOMAS. „SEISMIC DESIGN OF CONNECTIONS BETWEEN STEEL OUTRIGGER BEAMS AND REINFORCED CONCRETE WALLS“. University of Cincinnati / OhioLINK, 2002. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1021661255.

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Roberts, Ryan (Ryan M. ). „Shear lag in truss core sandwich beams“. Thesis, Massachusetts Institute of Technology, 2005. http://hdl.handle.net/1721.1/32935.

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Thesis (S.B.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2005.
Includes bibliographical references (leaf 30).
An experimental study was conducted to investigate the possible influence of shear lag in the discrepancy between the theoretical and measured stiffness of truss core sandwich beams. In previous studies, the measured values of stiffness in loading have proven to be 50% of the theoretical stiffness during three point bending tests. To test the effect of shear lag on this phenomenon, the beams' dimensions were altered to decrease the presence of shear lag in a gradual manner so a trend could be observed. The experimental trails were carried out on three types of beams each with different diameters of truss material. Results show that this study has improved the accuracy of the measured results from previous studies with the two smallest truss diameter beams. Because the discrepancy between the theoretical and measured values is the greatest for the largest beams, (when the shear deflection has the least influence), it is concluded that shear lag is not responsible for the discrepancy between measured and theoretical stiffness.
by Ryan Roberts.
S.B.
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Noury, Philippe. „Shear crack initiation and propagation in foam core sandwich structures“. Thesis, University of Southampton, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.326642.

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Paulino, Madison Radhames. „Preliminary Design of Tall Buildings“. Digital WPI, 2010. https://digitalcommons.wpi.edu/etd-theses/239.

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Techniques for preliminary analysis of various tall building systems subjected to lateral loads have been studied herein. Three computer programs written in Matlab® graphical user interface language for use on any personal computer are presented. Two of these programs incorporate interactive graphics. A program called Wall_Frame_2D is introduced for two-dimensional analysis of shear wall-frame interactive structures, using the shear-flexural cantilever analogy. The rigid outrigger approach was utilized to develop a program called Outrigger Program to analyze multi-outrigger braced tall buildings. In addition, a program called Frame Tube was developed which allows analysis of single and quad-bundled framed tube structures. The tube grids are replaced with an equivalent orthotropic plate, and the governing differential equations are solved in closed form. Results for lateral deflections, rotations, and moment, shear, and torque distributions within the various resisting elements are compared against other preliminary and "exact" matrix analysis methods for several examples. SAP2000 was used to obtain "exact" results. The approximate analyses are found to give reasonable results and a fairly good indication of the behavior of the actual structure. These programs are proposed for inclusion in a knowledge-based approach to preliminary tall building design. The tall building design process is outlined and criteria are given for the incorporation of these "Resource Level Knowledge Modules" into an integrated tall building design system.
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TUNC, GOKHAN. „RC/COMPOSITE WALL-STEEL FRAME HYBRID BUILDINGS WITH CONNECTIONS AND SYSTEM BEHAVIOR“. University of Cincinnati / OhioLINK, 2002. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1020441384.

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鄺君尚 und Jun-shang Kuang. „Elastic and elasto-plastic analysis of shear wall and core wall structures“. Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1988. http://hub.hku.hk/bib/B3123155X.

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Bücher zum Thema "SHEAR CORE WITH OUTRIGGER"

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Mankbadi, R. R. Effects of core turbulence on jet excitability. [Washington, DC]: National Aeronautics and Space Administration, 1989.

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Pajari, Matti. Shear resistance of prestressed hollow core slabs on flexible supports. Espoo, Finland: Technical Research Centre of Finland, 1995.

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Mazzone, Graziano. The shear response of precast, pretensioned hollow-core concrete slabs. Ottawa: National Library of Canada, 1996.

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Riemer, Michael. Development and validation of the downhole freestanding shear device (DFSD) for measuring the dynamic properties of clay. Sacramento, CA: California Dept. of Transportation, Division of Research and Innovation, 2008.

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Fellinger, Joris H. H. Shear & Anchorage Behavior Of Fire Exposed Hollow Core Slabs. Delft Univ Pr, 2004.

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Buchteile zum Thema "SHEAR CORE WITH OUTRIGGER"

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Czabaj, Michael W., W. R. Tubbs, Alan T. Zehnder und Barry D. Davidson. „Compression/Shear Response of Honeycomb Core“. In Experimental and Applied Mechanics, Volume 6, 393–98. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-0222-0_48.

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Liu, Y., J. Huang, F. F. Sun und G. Y. Chen. „Simulation and Simplified Method Study on Seismic Collapse of Core-outrigger Structures“. In Lecture Notes in Civil Engineering, 1481–500. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-7331-4_118.

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Quinlan, Taylor, Alan Lloyd und Sajjadul Haque. „Effect of Core Fill Timing on Shear Capacity in Hollow-Core Slabs“. In Lecture Notes in Civil Engineering, 359–69. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0656-5_30.

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Miyata, M., N. Kurita und I. Nakamura. „Turbulent Plane Jet Excited Mechanically by an Oscillating Thin Plate in the Potential Core“. In Turbulent Shear Flows 7, 209–23. Berlin, Heidelberg: Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-76087-7_16.

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Liu, Xian-Feng, und Adam M. Dziewonski. „Global analysis of shear wave velocity anomalies in the lower-most mantle“. In The Core‐Mantle Boundary Region, 21–36. Washington, D. C.: American Geophysical Union, 1998. http://dx.doi.org/10.1029/gd028p0021.

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Rathi, Nishant, G. Muthukumar und Manoj Kumar. „Influence of Shear Core Curtailment on the Structural Response of Core-Wall Structures“. In Lecture Notes in Civil Engineering, 207–15. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0362-3_17.

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Manshadi, Behzad D., Anastasios P. Vassilopoulos, Julia de Castro und Thomas Keller. „Shear Wrinkling of GFRP Webs in Cell-Core Sandwiches“. In Advances in FRP Composites in Civil Engineering, 95–98. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_18.

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Chovet, Rogelio, und Fethi Aloui. „Void Fraction Influence Over Aqueous Foam Flow: Wall Shear Stress and Core Shear Evolution“. In Progress in Clean Energy, Volume 1, 909–31. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-16709-1_66.

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Surana, Mitesh, Yogendra Singh und Dominik H. Lang. „Seismic Performance of Shear-Wall and Shear-Wall Core Buildings Designed for Indian Codes“. In Advances in Structural Engineering, 1229–41. New Delhi: Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_96.

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Yamada, M., und T. Yamakaji. „Steel panel shear wall – Analysis on the center core steel panel shear wall system“. In Behaviour of Steel Structures in Seismic Areas, 541–48. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-74.

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Konferenzberichte zum Thema "SHEAR CORE WITH OUTRIGGER"

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SU, R. K. L., P. C. W. WONG und A. M. CHANDLER. „APPLICATION OF STRUT-AND-TIE METHOD ON OUTRIGGER BRACED CORE WALL BUILDINGS“. In Tall Buildings from Engineering to Sustainability - Sixth International Conference on Tall Buildings, Mini Symposium on Sustainable Cities, Mini Symposium on Planning, Design and Socio-Economic Aspects of Tall Residential Living Environment. WORLD SCIENTIFIC, 2005. http://dx.doi.org/10.1142/9789812701480_0013.

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Nosiglia, Luis, Amaury Leroy und Vincent de Ville de Goyet. „Silver Tower Brussels – Adaptative outriggers“. In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1909.

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<p>Outrigger systems are commonly used in the design of tall buildings to increase their lateral stiffness and resistance capacity. Recently, new applications for outrigger systems have appeared, such as providing additional damping or acting as fuses under earthquake conditions. While their main purpose varies from one project to another, the problem related to differential displacements between the core and the peripheral columns remains a constant.</p><p>This paper aims at exploring various technical aspects considered in the design of the Silver Tower (Brussels) and, more specifically, the design of its outrigger system. It will show how the proposed system presents an effective and elegant solution to free the outrigger system of the lock-in forces due to differential settlements. Also, aspects related to the foundation system, the performed wind tunnel tests and the dynamic response of the tower will be discussed.</p>
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3

Nosiglia, Luis, Amaury Leroy und Vincent de Ville de Goyet. „Silver Tower Brussels – Adaptative outriggers“. In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1909.

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<p>Outrigger systems are commonly used in the design of tall buildings to increase their lateral stiffness and resistance capacity. Recently, new applications for outrigger systems have appeared, such as providing additional damping or acting as fuses under earthquake conditions. While their main purpose varies from one project to another, the problem related to differential displacements between the core and the peripheral columns remains a constant.</p><p>This paper aims at exploring various technical aspects considered in the design of the Silver Tower (Brussels) and, more specifically, the design of its outrigger system. It will show how the proposed system presents an effective and elegant solution to free the outrigger system of the lock-in forces due to differential settlements. Also, aspects related to the foundation system, the performed wind tunnel tests and the dynamic response of the tower will be discussed.</p>
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4

Cheok, M. F., C. C. Lam und G. K. Er. „OPTIMUM ANALYSIS OF OUTRIGGER-BRACED STRUCTURES WITH NON-UNIFORM CORE AND MINIMUM TOP-DRIFT“. In 10th World Congress on Computational Mechanics. São Paulo: Editora Edgard Blücher, 2014. http://dx.doi.org/10.5151/meceng-wccm2012-18565.

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5

MANKBADI, REDA, EDWARD RICE und GANESH RAMAN. „Effects of core turbulence on jet excitability“. In 2nd Shear Flow Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-966.

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6

Nie, Jianguo, und Ran Ding. „Experimental Research on Seismic Performance of K-Style Steel Outrigger Truss to Concrete Core Tube Wall Joints“. In Structures Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412848.244.

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7

Votyakov, E. V., und Stavros C. Kassinos. „CORE OF THE MAGNETIC OBSTACLE“. In Sixth International Symposium on Turbulence and Shear Flow Phenomena. Connecticut: Begellhouse, 2009. http://dx.doi.org/10.1615/tsfp6.1130.

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Nie, Jianguo, und Ran Ding. „Analysis on the Mechanism of New Joints Between Steel K-Style Outrigger Truss and Concrete Core in Tall Buildings“. In 10th Pacific Structural Steel Conference (PSSC 2013). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_015.

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9

Wong, Patrick C., Brian Taylor und Jean Audibert. „Differences In Shear Strength Between Jumbo Piston Core and Conventional Rotary Core Samples“. In Offshore Technology Conference. Offshore Technology Conference, 2008. http://dx.doi.org/10.4043/19683-ms.

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Anacleto, Paulo M., Edgar Fernandes, Manuel V. Heitor und Sergei I. Shtork. „CHARACTERISTICS OF PRECESSING VORTEX CORE IN THE LPP COMBUSTOR MODEL“. In Second Symposium on Turbulence and Shear Flow Phenomena. Connecticut: Begellhouse, 2001. http://dx.doi.org/10.1615/tsfp2.220.

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Berichte der Organisationen zum Thema "SHEAR CORE WITH OUTRIGGER"

1

Hahm, T. S., und K. H. Burrell. Role of flow shear in enhanced core confinement regimes. Office of Scientific and Technical Information (OSTI), März 1996. http://dx.doi.org/10.2172/220600.

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Bell, M. G., R. E. Bell, P. C. Efthimion, D. R. Ernst, E. D. Fredrickson und et al. Core Transport Reduction in Tokamak Plasmas with Modified Magnetic Shear. Office of Scientific and Technical Information (OSTI), Juli 1998. http://dx.doi.org/10.2172/2552.

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3

McDermott, Matthew R. Shear Capacity of Hollow-Core Slabs with Concrete Filled Cores. Precast/Prestressed Concrete Institute, 2018. http://dx.doi.org/10.15554/pci.rr.comp-002.

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Burrell, K. H., C. M. Greenfield, L. L. Lao, G. M. Staebler, M. E. Austin, B. W. Rice und B. W. Stallard. Effects of ExB Velocity Shear and Magnetic Shear in the Formation of Core Transport Barriers in the DIII-D Tokamak. Office of Scientific and Technical Information (OSTI), Dezember 1997. http://dx.doi.org/10.2172/629302.

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Broome, Scott, Mathew Ingraham und Perry Barrow. Permeability and Direct Shear Test Determinations of Barnwell Core in Support of UNESE. Office of Scientific and Technical Information (OSTI), August 2018. http://dx.doi.org/10.2172/1734478.

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Broome, Scott, Moo Lee und Aviva Joy Sussman. Direct Shear and Triaxial Shear test Results on Core from Borehole U-15n and U-15n#10 NNSS in support of SPE. Office of Scientific and Technical Information (OSTI), Dezember 2018. http://dx.doi.org/10.2172/1488326.

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7

Schumaker, S. A., Stephen A. Danczyk, Malissa D. Lightfoot und Alan L. Kastengren. Interpretation of Core Length in Shear Coaxial Rocket Injectors from X-ray Radiography Measurements. Fort Belvoir, VA: Defense Technical Information Center, Juni 2014. http://dx.doi.org/10.21236/ada611313.

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8

Mones, Ryan M., und Sergio F. Breña. Flexural and Shear Strength of Hollow-core Slabs with Cast-in-place Field Topping. Precast/Prestressed Concrete Institute, 2012. http://dx.doi.org/10.15554/pci.rr.comp-008.

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ROBERTS, JESSE D., und RICHARD A. JEPSEN. Development for the Optional Use of Circular Core Tubes with the High Shear Stress Flume. Office of Scientific and Technical Information (OSTI), März 2001. http://dx.doi.org/10.2172/780295.

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Ryan, J. J., A. Zagorevski, N. R. Cleven, A J Parsons und N. L. Joyce. Architecture of pericratonic Yukon-Tanana terrane in the northern Cordillera. Natural Resources Canada/CMSS/Information Management, 2021. http://dx.doi.org/10.4095/326062.

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West-central Yukon and eastern Alaska are characterized by widespread metamorphic rocks that form part of the allochthonous, composite Yukon-Tanana terrane and parautochthonous North American margin. Structural windows through the Yukon-Tanana terrane expose parautochthonous North American margin in that broad region, particularly as mid-Cretaceous extensional core complexes. Both the Yukon-Tanana terrane and parautochthonous North American margin share the same Late Devonian history, making their discrimination difficult; however, distinct post-Late Devonian magmatic and metamorphic histories assist in discriminating Yukon-Tanana terrane from parautochthonous North American margin rocks. The suture between Yukon-Tanana terrane and parautochthonous North American margin is obscured by many episodes of high-strain deformation. Their main bounding structure is probably a Jurassic to Cretaceous thrust, which has been locally reactivated as a mid-Cretaceous extensional shear zone. Crustal-scale structures within composite Yukon-Tanana terrane (e.g. the Yukon River shear zone) are commonly marked by discontinuous mafic-ultramafic complexes. Some of these complexes represent orogenic peridotites that were structurally exhumed into the Yukon-Tanana terrane in the Middle Permian.
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