Structural Analysis of High-rise Buildings under Horizontal Loads: A Study on the Piedmont Region Headquarters Tower in Turin
暂无分享,去创建一个
[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 .