Sl.No |
Title |
Author |
Conference |
Action |
1 |
Human Operability under Strong Earthquake Condition |
Shibata, H., Ishibatake, H., Fukuda, T., Komine, H. |
8WCEE |
View |
2 |
Proposal to Safeguard External Walls and Partitions During Earthquakes |
Baggio, C, Guidi, M.C., Piccarreta, F. |
8WCEE |
View |
3 |
Earthquake Damage to Nonstructural Elements |
Del Valle, C.E. |
8WCEE |
View |
4 |
Experimental Investigation of the Dynamic Behavior of Building Partitions and Suspended Ceilings During Earthquakes |
Rihal, S.S., Granneman, G. |
8WCEE |
View |
5 |
Localized Cladding Response and Implications for Seismic Design |
Goodno, B.J., Palsson, H.,Pless, D.G. |
8WCEE |
View |
6 |
Nonlinear Earthquake Response of Equipment System Anchored R/C Building Floor |
Okada, T., Seki, M. |
8WCEE |
View |
7 |
Upper-Bound Floor Response Spectra |
Philippacopoulos, A J., Wang, P.C., Miller, C.A., Costantino, C.J. |
8WCEE |
View |
8 |
Building Appendage Seismic Design Force Based on Observed Floor Response |
Sato, Y., Fuse, T., Akagi, H. |
8WCEE |
View |
9 |
Dynamic Testing and Analysis of Improved Computer/Clean Room Raised Floor System |
Chang, l-K. |
8WCEE |
View |
10 |
The Performance of Stairways in Earthquakes |
Roha, C. |
8WCEE |
View |
11 |
Damping and the Seismic Response of Tertiary Equipment |
Heidebrecht, A.C., Schriver, A. |
8WCEE |
View |
12 |
Comparison of Experimental and Analytical Results from Time History Analysis of Multiple Relay Panels |
Teper, B., Kukreti, B.M., Black, D. |
8WCEE |
View |
13 |
Seismic Analysis of Rotating Mechanical Systems |
Soni, A.H. Srinivasan, V. |
8WCEE |
View |
14 |
Effect of a Rigid Valve and a Flexible Valve on Valve Acceleration, Pipe Moment and Support Reactions |
Lin, C.-W. |
8WCEE |
View |
15 |
Running Stability of Train on Vibrating Track Subjected to Horizontal Excitation |
Akiyama, N., Kawakami, H. |
8WCEE |
View |
16 |
Behavior of Stacked Crates During Earthquake |
Ichinose, T., Murakami, M., Ohami, K., Hosokawa, Y. |
8WCEE |
View |
17 |
Structural Steel Plates Shear Walls |
Canon, T.J., Dean, R.G. |
8WCEE |
View |
18 |
Calculation of Soil Motion from Contained Explosive Arrays |
Lindberg, HE., Mak, R., Bruce, J.R. |
8WCEE |
View |
19 |
ln-Situ Explosion Tests to Determine the Seismic Behaviourof an Underground Large-Size Pipe for Water Supply |
Castoldi, A, Calcerano, G.,Casirati, M., Pezzoli, P. |
8WCEE |
View |
20 |
Development of a Pulse Rocket for Earthquake Excitation of Structures |
Safford, F.B., Masri, S.F. |
8WCEE |
View |
21 |
Introduction of Research and Development of the New Biaxial Underwater Shaking Machine for Ocean Structures and Application to Model Tests |
Saijo, O., Kawanishi, T., Kurata, F., Kato, W. |
8WCEE |
View |
22 |
Research and Development of Three-Dimensional Shaking Table |
Ohtani, K., Takahashi, H., Fujiwara, K. |
8WCEE |
View |
23 |
The Effect of Specimen Resonances on Accurate Control of Multiple Degree-of-Freedom Servohydraulic Shaking Tables |
Clark, A J., Cross, D.J. |
8WCEE |
View |
24 |
A System for Acquiring Earthquake Data on Offshore Oil Platforms |
Husid, R., Haws, J.H., Patterson, M.M. |
8WCEE |
View |
25 |
Full-Scale Ambient Vibration Measurements of the Golden Gate Suspension Bridge—Instrumentation and Data Acquisition |
Nigbor, R.L |
8WCEE |
View |
26 |
Experimental Methods for Evaluating the Condition of Facades to Resist Seismic Forces |
Stockbridge, J.G. |
8WCEE |
View |
27 |
Highrise Building Identification Using Transient Testing |
Meyyappa, M., Craig, J.I. |
8WCEE |
View |
28 |
Assessing the Dynamic Properties and Integrity of Structures by the Use of Transient Data |
Maguire, J.R., Severn, R.T., Trevelyan, J. |
8WCEE |
View |
29 |
Identification of a Nonlinear Building Model from Response Measurements under Earthquake Excitation |
Anderson, J.C., Masri, S.F., Miller, R.K., Sassi, H., Caughey, T.K. |
8WCEE |
View |
30 |
Hybrid Experiments on Earthquake Failure Criteria of Reinforced Concrete Structures |
Iemura, H. |
8WCEE |
View |
31 |
Correlation Between Shaking Table Test and Pseudo Dynamic Test on Steel Structures |
Yamazaki, Y., Nakashima, M. |
8WCEE |
View |
32 |
Feasibility Study of Pseudo-Dynamic Test Method by a Full-Scale Simple Structure |
Yamanouchi, H., Okamoto, S., Hiraishi, H., Kaminosono, T. |
8WCEE |
View |
33 |
Pseudo Dynamic Test Method for Inelastic Building Response |
Hanson, R.D., McClamroch, N.H. |
8WCEE |
View |
34 |
Evaluation of On-Line Computer Methods for Seismic Performance Testing |
Shing, P.B., Mahin, S.A., Dermitzakis, S.N. |
8WCEE |
View |
35 |
Studies on Earthquake Behaviour of Large Dams |
Fanelli, M. |
8WCEE |
View |
36 |
Inelastic Behavior of Steel Beam-Columns of Box Section under the Constant Vertical and Alternating Horizontal Loads |
Matsui, C, Morino, S., Tsuda, K. |
8WCEE |
View |
37 |
Effects of Axial Deformations and Forces of the Columns on the Dynamic Collapse of Steel Frames under Strong Ground Motions |
Saisho, M. |
8WCEE |
View |
38 |
Experimental Investigation of Semi-Rigid Steel Beam-Column Connections |
Radziminski, J.B., Bradburn, J.H. |
8WCEE |
View |
39 |
Effects of Displacement Rates on the Behaviorof Steel Beams and Composite Beams |
Udagawa, K., Takanashi, K.,Kato, B. |
8WCEE |
View |
40 |
Cumulative Damage of Welded Beam-To-Column Connections in Steel Structures Subjected to Destructive Earthquakes |
Kanata, K., Kohzu, I., Nishizawa, H. |
8WCEE |
View |
41 |
Shaking Table Tests on 3-Story Braced and Unbraced Steel Frames |
Takanashi, K., Ohi, K. |
8WCEE |
View |
42 |
Hysteretic Behavior of K-Type Braced Frame |
Shibata, M., Wakabayashi, M. |
8WCEE |
View |
43 |
Inelastic Response Behavior of H-Shaped Steel Column to Bi-Directional Earthquake Motion |
Taniguchi, H. Takanashi, K. |
8WCEE |
View |
44 |
Seismic Behavior of Steel Frames with Composite Girders |
Kato, B., Aoki, H., Tagawa, Y |
8WCEE |
View |
45 |
Mathematical Modeling of a Frame with Joint Rotation |
Dimsdale, J.S., McNiven, H.D. |
8WCEE |
View |
46 |
Hysteresis Behavior of Three Story Concentric K-Braced Frames |
Fukuta, T, Yamanouchi, H., Nishiyama, I., Endoh, N., Watanabe, T. |
8WCEE |
View |
47 |
Cyclic Behavior of Double Angle Bracing Members with Welded Connections |
Goel, S.C., Astaneh-Asl, A. |
8WCEE |
View |
48 |
Cyclic Behavior of Double Angle Bracing Memberswith Bolted Connections |
Astaneh-Asl, A., Goel, S.C.,Hanson, R.D. |
8WCEE |
View |
49 |
Shaking Table Studies of an Eccentrically X-Braced Steel Structure |
Yang, M.S. |
8WCEE |
View |
50 |
A Study of the Fracture Behavior of Defective Welded Steel Connections During Earthquake |
Ono, T., Nakagawa, S. |
8WCEE |
View |
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