Simplified Vibration Serviceability Evaluation of Slender Monumental Stairs

AbstractSlender monumental stairs are major architectural features in many high-end building structures. Architectural requirements for these are usually very aggressive, with long spans and slender stringers being the norm. The resulting low natural frequencies are often within reach of the lower harmonics (which have high amplitudes) of the vertical force caused by a person descending the stair. Also, some configurations with very low frequency lateral vibration modes might allow high lateral accelerations. Because the potential for annoying vibrations is high, it is critical that stair designers have access to evaluation methods. Current evaluation methods rely on finite-element analysis-based response prediction methods that are outside the reach of many structural engineering firms. This paper presents a simplified vertical acceleration prediction method, based on the fundamental natural mode of the stair, which is suitable for manual calculations. Response predictions are compared to experimental me...

[1]  S. C. Kerr,et al.  Human induced loading on flexible staircases , 2001 .

[2]  Sang Bum Kim,et al.  Experimental assessment of vibration serviceability of stair systems , 2008 .

[3]  Stuart Clifford Kerr Human induced loading on staircases , 1998 .

[4]  T. M. Roberts Synchronised pedestrian excitation of footbridges , 2003 .

[5]  Shun-ichi Nakamura,et al.  Lateral vibration of footbridges by synchronous walking , 2006 .

[6]  Hugo Bachmann,et al.  Vibration Problems in Structures: Practical Guidelines , 1994 .

[7]  Thomas M. Murray,et al.  Simplified Experimental Evaluation of Floors Subject to Walking-Induced Vibration , 2014 .

[8]  Shun-ichi Nakamura,et al.  A method for predicting the lateral girder response of footbridges induced by pedestrians , 2009 .

[9]  P Dallard,et al.  The London Millennium Footbridge , 2001 .

[10]  Hugo Bachmann,et al.  Vibration problems in structures , 1995 .

[11]  Andy Smith,et al.  Design of Floors for Vibration: A New Approach , 2009 .

[12]  Onur Avci,et al.  Simplified vibration response prediction for slender monumental stairs , 2014 .

[13]  Shun-ichi Nakamura,et al.  Experimental studies on lateral forces induced by pedestrians , 2008 .

[14]  M. Willford,et al.  Human induced loading of flexible staircases , 1995 .

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

[16]  Hugo Bachmann,et al.  Vibrations in structures induced by man and machines , 1987 .

[17]  Brad Davis,et al.  Slender Monumental Stair Vibration Serviceability , 2009 .

[18]  David J. Ewins,et al.  Modal Testing: Theory, Practice, And Application , 2000 .