Sl.No |
Title |
Author |
Conference |
Action |
1 |
Scaling of Response Spectra and Energy Dissipation in SDOF Systems |
Hall, WJ., Nau,J.M., Zahrah, T.F. |
8WCEE |
View |
2 |
Seismic Design Response Spectra Considering Intensity,Epicentral Distance and Site Condition |
Zhou, X., Wang, G., Su, J. |
8WCEE |
View |
3 |
Some Comments on the Relation Between the Acceleration Response Spectra of Real Earthquakes and the Design Spectra of Building Code Provisions |
Prince, J., Alonso, L |
8WCEE |
View |
4 |
Extended Applications of Relative Acceleration and Velocity Spectra as Seismic Design Inputs |
Singh, M.P. |
8WCEE |
View |
5 |
Analysis of Strong-Motion Data from the New Hampshire Earthquake of 18 January 1982 |
Chang, F.K. |
8WCEE |
View |
6 |
Peak Vs. Root-Mean Square (RMS) Acceleration as a Response Parameter |
Pauschke, J.M., Krishnamurty, S. |
8WCEE |
View |
7 |
The Dependence of Structural Response Upon Strong Ground Motion Characterization |
Westermo, B.D. |
8WCEE |
View |
8 |
Some Considerations About Site Effects During the Irpinia Earthquake of November 23, 1980 |
Corsanego, A., Del Grosso, A., Solari, G., Stura, D. |
8WCEE |
View |
9 |
Frequency-Domain Analysis of Energy Input Made by Earthquakes |
Ohi, K.; Tanaka, H. |
8WCEE |
View |
10 |
Parametric Study of Inelastic Response to Some Earthquakes Recorded in Southern Europe |
Fajfar, P., Fischinger, M. |
8WCEE |
View |
11 |
Normalization Parameters of Maximum Values of Earthquake Motion for Non-Linear Response Analyses of Structure |
Nishikawa, T., Hayama, S., Seki, T. |
8WCEE |
View |
12 |
Inelastic Spectra for Geometrical and Mechanical Deteriorating Oscillator |
De Luca, A., Palazzo, B. |
8WCEE |
View |
13 |
Probabilistic Study of the Dynamic Response of a Stiffness-Degrading Single Degree of Freedom Structure Excited by a Strong Ground Motion with Specific Probabilistic Characteristic |
Sotoudeh, V., Boissonnade, A. |
8WCEE |
View |
14 |
Potential Destructiveness of Strong Earthquakes |
Minami, T. |
8WCEE |
View |
15 |
Elasto-Plastic Response Spectra of Italian Earthquakes Taking into Account the Structural Decay |
Parducci, A., Mezzi, M. |
8WCEE |
View |
16 |
A Short Duration Equivalent Earthquake |
Wong, J.P., Paz, M.M. |
8WCEE |
View |
17 |
Selection of Accelerograms and Evaluation of Reliability by Step-by-Step Integration |
Chen, Y-q |
8WCEE |
View |
18 |
Towards an Improvement on Loading Criteria |
Azevedo, J.J. |
8WCEE |
View |
19 |
Input Earthquake Waves as Deduced from the Measured Response of a Building |
Takeuchi, M., Kotada, K., Kamaza, S., Atobe, Y., Hayakawa, K. |
8WCEE |
View |
20 |
Effects of Model Coupling on Dynamic Response |
Lutes, L.D. |
8WCEE |
View |
21 |
Modal Combination in Response Spectrum Method |
Gupta, A.K. |
8WCEE |
View |
22 |
A New Method for Spectral Response Analysis |
Tsai, N.C. |
8WCEE |
View |
23 |
A Statistical Basis For Spectrum Superposition in Response to Earthquake Excitation |
Amini, A., Trifunac, M.D. |
8WCEE |
View |
24 |
Existence of Centers of Resistance and Torsional Uncoupling of Earthquake Response of Buildings |
Riddell, R., Vasquez, J. |
8WCEE |
View |
25 |
Coupled Lateral and Torsional Failure of Buildings under Two-Dimensional Earthquake Shakings |
Takizawa, H. |
8WCEE |
View |
26 |
Inelastic Response of Eccentric BuildingsSubjected to Bi-Directional Ground Motions |
Tso, W.K., Sadek, A.W. |
8WCEE |
View |
27 |
Coupled Lateral-Torsional Response of Base-Isolated Structures |
Pan, T.-C., Kelly, J.M. |
8WCEE |
View |
28 |
Linear Response of Torsionally Coupled Buildings- for Multicomponent Earthquake Excitations |
de Bejar, LA., Gergely, P. |
8WCEE |
View |
29 |
Nonlinear Response of Torsionally Coupled Buildings for Multicomponent Earthquake Excitations |
Gergely, P., de Bejar, L. |
8WCEE |
View |
30 |
Seismic Response of Torsionally Coupled Single Storey Structures |
Kung, S.Y., Pecknold, D.A. |
8WCEE |
View |
31 |
Effect of Wall Base Rotation on Behavior of Reinforced Concrete Frame-Wall Buildings |
Kato, D., Katsumata, H., Aoyama, H. |
8WCEE |
View |
32 |
Seismically Induced Rocking of Rigid Structures |
Koh, A.S., Spanos, P-T.D. |
8WCEE |
View |
33 |
Seismic Response of Uplifting Shear Wall-Flexural Frame Interaction System 1 |
Baba, K., Nakashima, H. |
8WCEE |
View |
34 |
Criteria for Overturning of Rigid Bodies by Sinusoidal and Earthquake Excitations |
Ishiyama, Y. |
8WCEE |
View |
35 |
Earthquake Response of Buildings on Winkler Foundation Allowed to Uplift |
Yim, S.C.S., Chopra, A.K. |
8WCEE |
View |
36 |
Sliding-Uplifting Response of Flexible Structures to Earthquakes |
Chen, D |
8WCEE |
View |
37 |
Rocking, Tipping and Up throw of Simple Structures by Horizontal Motion |
Psycharis, I.N., Jennings P.C. |
8WCEE |
View |
38 |
Rigid Body Mechanisms in Structural Dynamics |
Allen, R.H., Oppenheim, I.J., Bielak, J. |
8WCEE |
View |
39 |
System Identification of Structures from Ambient Wind Measurements |
Beliveau, J.G., Chater, S. |
8WCEE |
View |
40 |
Optimal Sensor Locations for Geotechnical and Structural Identification |
Udwadia, F.E. |
8WCEE |
View |
41 |
Identification of Structural Parameters and Aseismatic Control of the Building |
Tomizawa, M. |
8WCEE |
View |
42 |
Estimation of Building Response due to Large-Scale Earthquake from Observed Response Records to Small Earthquakes |
Hakuno, M., lida, M., Iwashita, K. |
8WCEE |
View |
43 |
Simulation Analysis on High-Rise Building Behavior by the Use of Strong Earthquake Motions Actually Observed |
Saito, Y., Uchida, N., Aoyagi, T., Kawamura, M. |
8WCEE |
View |
44 |
Optimal Algorithms for Calculating the Response of Linear Oscillators to Digitized Ground Accelerations Optimal Algorithms for Calculating the Response of Linear Oscillators to Digitized Ground Accelerations |
Beck, J.L., Park, H. |
8WCEE |
View |
45 |
Dynamic Response of Structural Systems Subjected to Horizontal Propagating Shear Waves |
Wu, S.T., Leyendecker, E.V. |
8WCEE |
View |
46 |
Approximate Analysis of Earthquake Response of Impacting Structures |
Miller, R.K., Heidari, M.A. |
8WCEE |
View |
47 |
Optimum Distribution of Shear Coefficients for Multi-Degree-of-Freedom Systems Subjected to White Excitations |
Matsushima, Y |
8WCEE |
View |
48 |
Dynamical Response of Non-Proportionally Damped Dynamical Systems |
Delinic, K. |
8WCEE |
View |
49 |
Influence of Seismic and Site Conditions on Equipment Response |
Freystatter, S., Schmitz, C., Arnold, J.P., Taud-Turnovsky, J. |
8WCEE |
View |
50 |
Linear and Nonlinear Dynamic Response Analysis of Complex Shell Structures |
Yang, T.Y. Kapania, R.K., Saigal, S. |
8WCEE |
View |
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