Structural Analysis of High-rise Buildings under Horizontal Loads: A Study on the Piedmont Region Headquarters Tower in Turin

It has been proved that analytical calculation codes are a good tool for the preliminary design of a high-rise building. In particular, the proposed formulation, which has only three degrees of freedom per floor, provided results similar to those obtained using a FEM model. The great advantage of this analytical code is to speed up the computation time, which is proportional to the square of the degrees of freedom. In a FEM model, these have orders of magnitude greater than in the analytical model. Moreover, the proposed formulation allows the load distribution between the structural elements to be determined.

[1]  Massimiliano Ferraioli,et al.  Assessment of Progressive Collapse Capacity of Earthquake-ResistantSteel Moment Frames Using Pushdown Analysis , 2015 .

[2]  D. Ozturk,et al.  Free Vibration Analysis of the Tube-In-Tube Tall Buildings with the Differential Transform Method , 2014 .

[3]  S. Mahmoud Horizontally connected high-rise buildings under earthquake loadings , 2019, Ain Shams Engineering Journal.

[4]  B. Leikind,et al.  An Assessment of , 2011 .

[5]  Alexander Coull,et al.  Tall Building Structures: Analysis and Design , 1991 .

[6]  M. Savoia,et al.  Continuum model for analysis of multiply connected perforated cores , 1994 .

[7]  Kanat Burak Bozdogan Free vibration analysis of asymmetric shear wall-frame buildings using modified finite element-transfer matrix method , 2013 .

[8]  Giuseppe Lacidogna,et al.  Conceptual Design of Tall and Unconventionally Shaped Structures: A Handy Analytical Method , 2014 .

[9]  Omar El Kafrawy,et al.  Seismic Performance Evaluation , 2008 .

[10]  Ying Zhou,et al.  Seismic performance evaluation of tall, multitower reinforced concrete buildings with large bottom podiums , 2018 .

[11]  Bryan Stafford Smith,et al.  Approximate Analysis of Tall Wall-Frame Structures , 1973 .

[12]  Alberto Carpinteri,et al.  The effect of the warping deformation on the structural behaviour of thin-walled open section shear walls , 2014 .

[13]  Guido De Roeck,et al.  Approximate Method for Lateral Load Analysis of High-Rise Buildings , 1981 .

[14]  R. Ruggiero Investigation of Three Methods for Solving the Flutter Equations and Their Relative Merits , 1946 .

[15]  Arthur C. Heidebrecht,et al.  Approximate analysis of asymmetric wall-frame structures , 1975 .

[16]  Emil Simiu,et al.  Equivalent static wind loads vs. database-assisted design of tall buildings: An assessment , 2019, Engineering Structures.

[17]  Danian Liu,et al.  Seismic performance evaluation of a high-rise building with novel hybrid coupled walls , 2018, Engineering Structures.

[18]  Bungale S. Taranath,et al.  Structural Analysis and Design of Tall Buildings , 1988 .

[19]  Ferrareto A. Johann Impact of structural design criteria on the comfort assessment of tall buildings , 2018, Journal of Wind Engineering and Industrial Aerodynamics.

[20]  Giuseppe Lacidogna Tall buildings: secondary effects on the structural behaviour , 2017 .

[21]  Aurelio Ghersi,et al.  Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings , 2013 .

[22]  H. H. Snijder,et al.  Approximate analysis of high-rise frames with flexible connections , 2000 .

[23]  Kenny C. S Kwok,et al.  Wind-Induced Motion of Tall Buildings: Designing for Occupant Comfort , 2015 .

[24]  Giuseppe Lacidogna,et al.  Open and closed shear-walls in high-rise structural systems: Static and dynamic analysis , 2016 .

[25]  Arthur C. Heidebrecht,et al.  Analysis of Asymmetrical Coupled Shear Walls , 1971 .

[26]  Fazlur R. Khan,et al.  Interaction of Shear Walls and Frames , 1964 .

[27]  Bungale S. Taranath,et al.  Structural Analysis and Design of Tall Buildings: Steel and Composite Construction , 2011 .

[28]  A. R. Ahmadi,et al.  Parametric stress distribution and displacement functions for tall buildings under lateral loads , 2014 .

[29]  M. C. Stamato,et al.  Three-Dimensional Interaction of Walls and Frames , 1973 .

[30]  O. A. Pekau,et al.  Displacement and natural frequencies of tall building structures by finite story method , 1995 .

[31]  C. C. Pouangare,et al.  Simple Model for Design of Framed‐Tube Structures , 1991 .

[32]  Cheng Yu,et al.  Development and application of a simplified model for the design of a super-tall mega-braced frame-core tube building , 2016 .

[33]  K. Kolozvari,et al.  Assessment of dynamic behavior and seismic performance of a high-rise rc coupled wall building , 2018, Engineering Structures.

[34]  S. Swaddiwudhipong,et al.  Analysis of tall buildings considering the effect of axial deformation by the galerkin method , 1989 .

[35]  Riko Rosmon Approximate Analysis of Shear Walls Subject to Lateral Loads , 1964 .

[36]  Jae-Yeol Kim,et al.  An analytical model for high‐rise wall‐frame structures with outriggers , 2008 .

[37]  Sid Ahmed Meftah,et al.  A simplified approach for seismic calculation of a tall building braced by shear walls and thin-walled open section structures , 2007 .

[38]  T. Kármán,et al.  Torsion with Variable Twist , 1946 .

[39]  Akh Kwan Simple Method for Approximate Analysis of Framed Tube Structures , 1994 .

[40]  Alberto Carpinteri,et al.  Lateral loading distribution between the elements of a three-dimensional civil structure , 1985 .

[41]  Alexander Coull,et al.  Simplified Analysis of Framed-Tube Structures , 1975 .

[42]  William Paul Howson Global analysis - back to the future , 2006 .

[43]  Ronald O. Hamburger,et al.  Performance Based Analysis of a Historic High Rise Building , 2012 .

[44]  W. R. Dean On the Theory of Elastic Stability , 1925 .

[45]  Johan Blaauwendraad,et al.  Closed-form super element method for tall buildings of irregular geometry , 2007 .

[46]  Prashant Kumar,et al.  Wind loading on high-rise buildings and the comfort effects on the occupants , 2019, Sustainable Cities and Society.

[47]  Giuseppe Lacidogna,et al.  Structural analysis of high-rise buildings under horizontal loads: A study on the Intesa Sanpaolo Tower in Turin , 2013 .

[48]  Giuseppe Lacidogna,et al.  A global approach for three-dimensional analysis of tall buildings , 2009 .

[49]  O. A. Pekau,et al.  Static and dynamic analysis of tall tube-in-tube structures by finite story method , 1996 .

[50]  Hyun-Su Kim,et al.  Analysis of shear wall with openings using super elements , 2003 .

[51]  Xinzheng Lu,et al.  A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees , 2015 .

[52]  Giuseppe Lacidogna,et al.  Lateral load effects on tall shear wall structures of different height , 2012 .