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(2017)
Dynamic analysis of tube-in-tube tall buildings
(1977)
Dynamic characteristics of core wall structures subjected to torsion and bending
S. Mahmoud (2019)
Horizontally connected high-rise buildings under earthquake loadingsAin Shams Engineering Journal
S. Meftah, A. Tounsi, Adda Abbas (2007)
A simplified approach for seismic calculation of a tall building braced by shear walls and thin-walled open section structuresEngineering Structures, 29
O. Pekau, L. Lin, Z. Zielinski (1996)
Static and dynamic analysis of tall tube-in-tube structures by finite story methodEngineering Structures, 18
Sandro Cammarano (2014)
STATIC AND DYNAMIC ANALYSIS OF HIGH-RISE BUILDINGS
K. Bozdoğan, D. Ozturk (2010)
VIBRATION ANALYSIS OF ASYMMETRIC SHEAR WALL- FRAME STRUCTURES USING THE TRANSFER MATRIX METHOD, 34
Y. Wang, C. Arnaouti, Shijun Guo (2000)
A SIMPLE APPROXIMATE FORMULATION FOR THE FIRST TWO FREQUENCIES OF ASYMMETRIC WALL–FRAME MULTI-STOREY BUILDING STRUCTURESJournal of Sound and Vibration, 236
A. Carpinteri (2019)
Advanced Structural Mechanics
G. Nitti, G. Lacidogna, A. Carpinteri (2017)
Tall buildings subjected to horizontal loading: Analysis of two case studies by an in-house numerical code, 3
A. Carpinteri, Sandro Cammarano (2014)
A Simplified Approach for the Dynamic Analysis of High-Rise Structures
H. Haji-Kazemi (2002)
Exact method of analysis of shear lag in framed tube structuresStructural Design of Tall Buildings, 11
G. Angelucci, S. Spence, F. Mollaioli (2020)
An integrated topology optimization framework for three‐dimensional domains using shell elementsThe Structural Design of Tall and Special Buildings, 30
O. AlShawa, G. Angelucci, F. Mollaioli, G. Quaranta (2020)
Quantification of Energy-Related Parameters for Near-Fault Pulse-Like Seismic Ground MotionsApplied Sciences
(2002)
Eflcient seismic analysis of high-rise building structures with the effect of the floor slabs
(2014)
Free vibration analysis of the tube-intube tall buildings with the differential transform method
(1981)
Sul calcolo dei sistemi spaziali di controventamento (In Italian)
K. Bozdoğan, Duygu Öztürk (2009)
Vibration analysis of asymmetric shear wall and thin walled open section structures using transfer matrix methodStructural Engineering and Mechanics, 33
(2014)
Static and Dynamic Analysis of High-rise Buildings [dissertation
A. Carpinteri, G. Lacidogna, Sandro Cammarano (2014)
Conceptual Design of Tall and Unconventionally Shaped Structures: A Handy Analytical MethodAdvances in Structural Engineering, 17
Wen-Hae Lee (2007)
Free vibration analysis for tube-in-tube tall buildingsJournal of Sound and Vibration, 303
P. Jayachandran (2009)
Design of Tall Buildings Preliminary Design and Optimization
G. Angelucci, F. Mollaioli, Roberto Tardocchi (2020)
A New Modular Structural System for Tall Buildings Based on Tetrahedral ConfigurationBuildings
(2020)
Static, Dynamic, and Stability Analysis of High-rise Buildings [dissertation
(2005)
Wind and Earthquake Resistant Buildings
G. Lacidogna, Domenico Scaramozzino, A. Carpinteri (2019)
A matrix-based method for the structural analysis of diagrid systemsEngineering Structures
G. Lacidogna (2017)
Tall buildings: secondary effects on the structural behaviour, 170
O. Pekau, Z. Zielinski, L. Lin (1995)
Displacement and natural frequencies of tall building structures by finite story methodComputers & Structures, 54
B. Taranath (2011)
Structural Analysis and Design of Tall Buildings: Steel and Composite Construction
(2010)
Vibration analysis of asymmetric shear wall structures using the transfer matrix method. Iran
G. Piccardo, F. Tubino, A. Luongo (2017)
On the effect of mechanical non-linearities on vortex-induced lock-in vibrationsMathematics and Mechanics of Solids, 22
A. Chopra (1995)
Dynamics of Structures: Theory and Applications to Earthquake Engineering
G. Lacidogna, Giuseppe Nitti, Domenico Scaramozzino, A. Carpinteri (2020)
Diagrid systems coupled with closed- and open-section shear walls: Optimization of geometrical characteristics in tall buildingsProcedia Manufacturing, 44
T. Datta (2010)
Seismic Analysis of Structures
(1973)
Earthquake response of non-symmetric multi-storey structures
Quanfeng Wang (1996)
STURM-LIOUVILLE EQUATION FOR FREE VIBRATION OF A TUBE-IN-TUBE TALL BUILDINGJournal of Sound and Vibration, 191
K. Bozdoğan (2009)
An approximate method for static and dynamic analyses of symmetric wall‐frame buildingsThe Structural Design of Tall and Special Buildings, 18
K. Zalka (2001)
A simplified method for calculation of the natural frequencies of wall–frame buildingsEngineering Structures, 23
(2017)
Advanced Structural Mechanics. CRC Press; 2017
G. Piccardo, F. Tubino, A. Luongo (2019)
Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildingsApplied Mathematical Modelling
Formulazione Analitica per il Calcolo degli
B. Smith, E. Crowe (1986)
Estimating Periods of Vibration of Tall BuildingsJournal of Structural Engineering-asce, 112
D. Patil, K. Sangle (2016)
Seismic Behaviour of Outrigger Braced Systems in High Rise 2-D Steel BuildingsStructures, 8
A. Carpinteri, A. Carpinteri (1985)
Lateral loading distribution between the elements of a three-dimensional civil structureComputers & Structures, 21
(1996)
Static and dynamic analysis of tall tube-in-tube structures by finite story method. Eng Struct
A. Carpinteri, G. Lacidogna, S. Puzzi (2009)
A global approach for three‐dimensional analysis of tall buildingsThe Structural Design of Tall and Special Buildings, 19
(2013)
Free vibration analysis of asymmetric shear wallframe buildings using modified finite element-transfer matrix method
(2015)
Formulazione Analitica per il Calcolo degli Edifici di Grande Altezza Realizzati Mediante Involucri Tubolari Intelaiati (In Italian) [master’s thesis
O. Lavan, M. Stefano (2013)
Seismic Behaviour and Design of Irregular and Complex Civil StructuresSeismic Behaviour and Design of Irregular and Complex Civil Structures
M. Bosco, A. Ghersi, E. Marino, P. Rossi (2013)
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal BracingsThe Open Construction and Building Technology Journal, 7
(2005)
Wind and Earthquake Resistant Buildings. Marcel Dekker
V. Kushwaha, N. Mishra (2022)
A Review on Dynamic Analysis of Outrigger Systems in High Rise Building against Lateral LoadingInternational Journal for Research in Applied Science and Engineering Technology
A. Carpinteri, G. Lacidogna, G. Nitti (2016)
Open and closed shear-walls in high-rise structural systems: Static and dynamic analysisCurved and Layered Structures, 3
T. Paulay, R. Taylor (1981)
Slab Coupling of Earthquake-Resisting Shearwalls, 78
G. Piccardo, F. Tubino, A. Luongo (2015)
A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildingsZeitschrift für angewandte Mathematik und Physik, 66
G. Nitti, G. Lacidogna, A. Carpinteri (2019)
Structural Analysis of High-rise Buildings under Horizontal Loads: A Study on the Piedmont Region Headquarters Tower in TurinThe Open Construction & Building Technology Journal
Ying Zhou, Peng Chen, Chengyou Wang, Lixun Zhang, Liang Lu (2018)
Seismic performance evaluation of tall, multitower reinforced concrete buildings with large bottom podiumsStructural Concrete, 19
(1961)
Thin-walled Elastic Beams. Israeli program for scientific translation, US Science Foundation
V. Mazzotta, E. Brunesi, R. Nascimbene (2016)
Numerical Modeling and Seismic Analysis of Tall Steel Buildings with Braced Frame SystemsPeriodica Polytechnica-civil Engineering, 61
G. Angelucci, F. Mollaioli (2017)
Diagrid structural systems for tall buildings: Changing pattern configuration through topological assessmentsThe Structural Design of Tall and Special Buildings, 26
S. Swaddiwudhipong, Sitthichai Piriyakoontorn, Y. Lim, Seng-Lip Lee (1989)
Analysis of tall buildings considering the effect of axial deformation by the galerkin methodComputers & Structures, 32
M. Ali, K. Moon (2007)
Structural Developments in Tall Buildings: Current Trends and Future ProspectsArchitectural Science Review, 50
A. Carpinteri, M. Corrado, G. Lacidogna, Sandro Cammarano (2012)
Lateral load effects on tall shear wall structures of different heightStructural Engineering and Mechanics, 41
F. Matteis, G. Ambrosini, Guido Callegari (2013)
POLITECNICO DI TORINO
G. Piccardo, F. Tubino, A. Luongo (2016)
Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instabilityInternational Journal of Non-linear Mechanics, 80
(1975)
Damped earthquake response of nonsymmetric multistorey structures
A. Carpinteri (2013)
Structural Mechanics Fundamentals
G. Angelucci, F. Mollaioli, O. AlShawa (2020)
Evaluation of optimal lateral resisting systems for tall buildings subject to horizontal loadsProcedia Manufacturing, 44
M. Burton, K. Kwok, A. Abdelrazaq (2015)
Wind-Induced Motion of Tall Buildings: Designing for Occupant Comfort, 4
K. Bozdoğan (2013)
Free Vibration Analysis of Asymmetric-Plan Shear Wall and Core Buildings Using One-dimensional Finite ElementArabian Journal for Science and Engineering, 38
(1961)
Thin-walled Elastic Beams. Israeli program for scientific translation, US
A. Carpinteri, G. Lacidogna, B. Montrucchio, Sandro Cammarano (2014)
The effect of the warping deformation on the structural behaviour of thin-walled open section shear wallsThin-walled Structures, 84
G. Angelucci, F. Mollaioli (2018)
Voronoi-Like Grid Systems for Tall BuildingsFrontiers in Built Environment
S. Swaddiwudhipong, Seng-Lip Lee, Qinghe Zhou (2001)
Effect of axial deformation on vibration of tall buildingsStructural Design of Tall Buildings, 10
A. Carpinteri, G. Lacidogna, Sandro Cammarano (2013)
Structural analysis of high-rise buildings under horizontal loads: A study on the Intesa Sanpaolo Tower in TurinEngineering Structures, 56
Static, Dynamic, and Stability Analysis of High-rise Buildings
AbstractIn this paper, an original analytical formulation to evaluate the natural frequencies and mode shapes of high-rise buildings is proposed. The methodology is intended to be used by engineers in the preliminary design phases as it allows the evaluation of the dynamic response of high-rise buildings consisting of thin-walled closed- or open-section shear walls, frames, framed tubes, and dia-grid systems. If thin-walled open-section shear walls are present, the stiffness matrix of the element is evaluated considering Vlasov’s theory. Using the procedure called General Algorithm, which allows to assemble the stiffness matrices of the individual vertical bracing elements, it is possible to model the structure as a single equivalent cantilever beam. Furthermore, the degrees of freedom of the structural system are reduced to only three per floor: two translations in the x and y directions and a rigid rotation of the floor around the vertical axis of the building. This results in a drastic reduction in calculation times compared to those necessary to carry out the same analysis using commercial software that implements Finite Element models. The potential of the proposed method is confirmed by a numerical example, which demonstrates the benefits of this procedure.
Curved and Layered Structures – de Gruyter
Published: Jan 1, 2021
Keywords: high-rise buildings; dynamic modal analysis; general algorithm; Vlasov’s theory
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