Download Advances in Neural Information Processing Systems 14: by Thomas Diettrich, Suzanna Becker, Zoubin Ghahramani PDF

By Thomas Diettrich, Suzanna Becker, Zoubin Ghahramani

The yearly convention on Neural details Processing platforms (NIPS) is the flagship convention on neural computation. The convention is interdisciplinary, with contributions in algorithms, studying idea, cognitive technology, neuroscience, imaginative and prescient, speech and sign processing, reinforcement studying and regulate, implementations, and various functions. in basic terms approximately 30 percentage of the papers submitted are authorized for presentation at NIPS, so the standard is phenomenally excessive. those complaints comprise the entire papers that have been awarded on the 2001 convention.

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Extra info for Advances in Neural Information Processing Systems 14: Proceedings of the 2001 Conference

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Inspection of Eq. 13 indicates that load shape plays a secondary effect on deflection, which is governed by the total lateral load, W. 43) 42 3 Closed-Form Expressions for Lateral Deflection of Rigid Frames The hydrostatic and seismic distributions provide the minimum and maximum values of η due to the opposite nature of these distribution shapes, while the values for the other shapes fall in the middle of the range. 64 (seismic). For total load due to maximum deflection at the top (Eq. 25), the effect of distribution shape is a function of κ / αψ , simply the inverse of η.

1988). In recent years there has been increasing interests in approximate methods to predict the lateral drift under seismic loading. For example, Miranda (1999) presented an approximate method similar to Heidebrecht and Smith (1973) to compute the drift of buildings responding to earthquakes in the building’s fundamental mode and expanded the method to buildings with non-uniform stiffness (Miranda and Reyes (2002). Alternatively, Bang and Lee (2004) proposed an energy based analytical approach for tall rigidly framed structures.

The number of stories exceeds the recommendations of this study, but the example is presented in order to illustrate errors that can take place if the expressions are applied to tall structures. 5. Wind loading is applied linearly varying from 100 psf at the top to zero at the bottom, resulting in a total load, W = 100 kips. The Equivalent Area, Ao and the lateral drift, δ, are computed according to Eq. 6 along with deflections computed using FEM, every fifth floor. As expected, the |Error %| are much larger than in Example 1, and increase from 18% at the top to 66% in the lower quarter.

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