Vertical Irregularity of Buildings: Regularity Index versus Seismic Risk

AbstractThe seismic performance of buildings with irregular distribution of mass, stiffness, and strength along the height may be significantly different from that of regular buildings. Design code...

[1]  Jaehong Lee,et al.  Evaluation of seismic behaviour of steel special moment frame buildings with vertical irregularities , 2012 .

[2]  H. Shakib,et al.  Probabilistic seismic performance evaluation of non-geometric vertically irregular steel buildings , 2013 .

[3]  C. Allin Cornell,et al.  SEISMIC PERFORMANCE EVALUATION FOR STEEL MOMENT FRAMES , 2002 .

[4]  N. Null.  Minimum Design Loads for Buildings and Other Structures , 2003 .

[5]  Theodore L. Karavasilis,et al.  Estimation of seismic inelastic deformation demands in plane steel MRF with vertical mass irregularities , 2008 .

[6]  N. Null.  Seismic Evaluation and Retrofit of Existing Buildings , 2014 .

[7]  Vinay K. Gupta,et al.  WAVELET-BASED GENERATION OF SPECTRUM COMPATIBLE TIME-HISTORIES , 2002 .

[8]  Fragiadakis Michalis,et al.  Evaluation of the influence of vertical irregularities on the seismic performance of a nine‐storey steel frame , 2006 .

[9]  Peter Fajfar,et al.  Mathematical modelling of an infilled RC frame structure based on the results of pseudo‐dynamic tests , 2002 .

[10]  Ovidiu Bolea.  The Seismic Behaviour of Reinforced Concrete Frame Structures with Infill Masonry in the Bucharest Area , 2016 .

[11]  Andrei M. Reinhorn,et al.  Modeling of Masonry Infill Panels for Structural Analysis , 1995 .

[12]  Ioannis N. Psycharis,et al.  Effect of higher modes on the seismic response and design of moment-resisting RC frame structures , 2013 .

[13]  Fatemeh Jalayer,et al.  The probabilistic basis for the 2000 SAC/FEMA steel moment frame guidelines , 2002 .

[14]  Luis Ibarra,et al.  Hysteretic models that incorporate strength and stiffness deterioration , 2005 .

[15]  D. C. Haran Pragalath,et al.  Multiplication factor for open ground storey buildings–a reliability based evaluation , 2016, Earthquake Engineering and Engineering Vibration.

[16]  Lawrence L. Kupper,et al.  Probability, statistics, and decision for civil engineers , 1970 .

[17]  Bruce R. Ellingwood,et al.  Seismic fragilities for non-ductile reinforced concrete frames – Role of aleatoric and epistemic uncertainties , 2010 .

[18]  James M. Nau,et al.  Seismic Response of Building Frames with Vertical Structural Irregularities , 1997 .

[19]  Anil K. Chopra,et al.  SEISMIC RESPONSE OF VERTICALLY IRREGULAR FRAMES: RESPONSE HISTORY AND MODAL PUSHOVER ANALYSES , 2004 .

[20]  M. Alok,et al.  DAMAGE FORECAST FOR MASONRY INFILLED REINFORCED CONCRETE FRAMED BUILDINGS SUBJECTED TO EARTHQUAKES IN INDIA , 2008 .

[21]  Erol Kalkan,et al.  Extending modal pushover-based scaling procedure for nonlinear response history analysis of multi-story unsymmetric-plan buildings , 2015 .

[22]  B. Ellingwood,et al.  Fragility assessment of building structural systems in Mid‐America , 2007 .

[23]  Pradip Sarkar,et al.  Vertical geometric irregularity in stepped building frames , 2010 .

[24]  Anil K. Chopra,et al.  Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .

[25]  Shuang Li,et al.  Experimental and numerical study on progressive collapse process of RC frames with full-height infill walls , 2016 .

[26]  Tae-Hyung Lee,et al.  Probabilistic fiber element modeling of reinforced concrete structures , 2004 .

[27]  S. Varadharajan,et al.  Determination of inelastic seismic demands of RC moment resisting setback frames , 2013 .

[28]  Jack W. Baker,et al.  Selecting and Scaling Earthquake Ground Motions for Performing Response-History Analyses | NIST , 2011 .

[29]  Gianvittorio Rizzano,et al.  Seismic Assessment of Existing RC Frames: Probabilistic Approach , 2009 .

[30]  Solomon Tesfamariam,et al.  Seismic fragilities for reinforced concrete buildings with consideration of irregularities , 2012 .

[31]  Matjaž Dolšek,et al.  The sensitivity of seismic response parameters to the uncertain modelling variables of masonry-infilled reinforced concrete frames , 2012 .

[32]  Seung-Yul Yun.  Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads , 2000 .

[33]  C. Allin Cornell,et al.  Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .

[34]  Matjaž Dolšek,et al.  The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame — a deterministic assessment , 2008 .

[35]  Paolo Negro,et al.  Irregularities induced by nonstructural masonry panels in framed buildings , 1997 .

[36]  K. K. S. Thingbaijam,et al.  Probabilistic Seismic Hazard Assessment of India , 2012 .

[37]  Mario De Stefano,et al.  A review of research on seismic behaviour of irregular building structures since 2002 , 2008 .

[38]  S. S. Ravichandran,et al.  Seismic Design Factors for Steel Moment Frames with Masonry Infills: Part 1 , 2012 .

[39]  C. Allin Cornell,et al.  Probabilistic seismic demand analysis of nonlinear structures , 1999 .

[40]  Alessandra Fiore,et al.  The influence of masonry infill on the seismic behaviour of RC frame buildings , 2012 .

[41]  Peter Fajfar,et al.  SOFT STOREY EFFECTS IN UNIFORMLY INFILLED REINFORCED CONCRETE FRAMES , 2001 .

[42]  Robert Tremblay,et al.  Seismic Performance of Concentrically Braced Steel Frames in Multistory Buildings with Mass Irregularity , 2005 .