201 | Noguchi, H., Ochiai, M., Ihzuka, S. | Sliding Shear in Cracked Reinforced Concrete Shear Walls Subjected to Reversed Cyclic Shear [8WCEE] |
202 | Takahashi, J., Shibata, A., Shiga, T. | The Hysteretic Behavior of Shear Walls in the Building of Tohoku University During the Miyagi-Ken-Oki Earthquake [8WCEE] |
203 | Seki, M., Okada, T. | Nonlinear Earthquake Response Test of Torsionally Coupled Reinforced Concrete Building Frames [8WCEE] |
204 | Yamada, M., Tsuji, B., Kawamura, H., Tani, A., Maeda, I., Takane, H., Haga, M., Kawabata, T., Nakajima, M., Takeuchi, H. | Multistory Bracing Systems of R/C- and Steel-Rigid Frames Subjected to Horizontal Loads, Proposition of Total Evaluation on the Aseismic Capacity for Design [8WCEE] |
205 | Takeda, J-i. | Dynamic Fracture of Concrete Structures due to Severe Earthquakes and Some Consideration on Countermeasures [8WCEE] |
206 | Tebbe, J.; Aktan, H.M. | Shear Transfer Behavior of R/C Wall Structural Systems Under Cyclic Loads [8WCEE] |
207 | Kato, B., Morita, M. Tanaka, A., Fujita, N. | Strength and Hysteretic Behavior of Steel Column-to-Footing Connection [8WCEE] |
208 | Yamada, M., Tsuji, B., Tsubakimoto, Y. | Elasto-Plastic and Collapse Behavior of Braced Frames [8WCEE] |
209 | Ono, T., Nakagawa, S. | A Study of the Fracture Behavior of Defective Welded Steel Connections During Earthquake [8WCEE] |
210 | Yang, M.S. | Shaking Table Studies of an Eccentrically X-Braced Steel Structure [8WCEE] |
211 | Astaneh-Asl, A., Goel, S.C.,Hanson, R.D. | Cyclic Behavior of Double Angle Bracing Memberswith Bolted Connections [8WCEE] |
212 | Goel, S.C., Astaneh-Asl, A. | Cyclic Behavior of Double Angle Bracing Members with Welded Connections [8WCEE] |
213 | Fukuta, T, Yamanouchi, H., Nishiyama, I., Endoh, N., Watanabe, T. | Hysteresis Behavior of Three Story Concentric K-Braced Frames [8WCEE] |
214 | Dimsdale, J.S., McNiven, H.D. | Mathematical Modeling of a Frame with Joint Rotation [8WCEE] |
215 | Kato, B., Aoki, H., Tagawa, Y | Seismic Behavior of Steel Frames with Composite Girders [8WCEE] |
216 | Taniguchi, H. Takanashi, K. | Inelastic Response Behavior of H-Shaped Steel Column to Bi-Directional Earthquake Motion [8WCEE] |
217 | Shibata, M., Wakabayashi, M. | Hysteretic Behavior of K-Type Braced Frame [8WCEE] |
218 | Takanashi, K., Ohi, K. | Shaking Table Tests on 3-Story Braced and Unbraced Steel Frames [8WCEE] |
219 | Kanata, K., Kohzu, I., Nishizawa, H. | Cumulative Damage of Welded Beam-To-Column Connections in Steel Structures Subjected to Destructive Earthquakes [8WCEE] |
220 | Udagawa, K., Takanashi, K.,Kato, B. | Effects of Displacement Rates on the Behaviorof Steel Beams and Composite Beams [8WCEE] |
221 | Radziminski, J.B., Bradburn, J.H. | Experimental Investigation of Semi-Rigid Steel Beam-Column Connections [8WCEE] |
222 | Saisho, M. | Effects of Axial Deformations and Forces of the Columns on the Dynamic Collapse of Steel Frames under Strong Ground Motions [8WCEE] |
223 | Matsui, C, Morino, S., Tsuda, K. | Inelastic Behavior of Steel Beam-Columns of Box Section under the Constant Vertical and Alternating Horizontal Loads [8WCEE] |
224 | Fanelli, M. | Studies on Earthquake Behaviour of Large Dams [8WCEE] |
225 | Shing, P.B., Mahin, S.A., Dermitzakis, S.N. | Evaluation of On-Line Computer Methods for Seismic Performance Testing [8WCEE] |
226 | Hanson, R.D., McClamroch, N.H. | Pseudo Dynamic Test Method for Inelastic Building Response [8WCEE] |
227 | Yamanouchi, H., Okamoto, S., Hiraishi, H., Kaminosono, T. | Feasibility Study of Pseudo-Dynamic Test Method by a Full-Scale Simple Structure [8WCEE] |
228 | Yamazaki, Y., Nakashima, M. | Correlation Between Shaking Table Test and Pseudo Dynamic Test on Steel Structures [8WCEE] |
229 | Iemura, H. | Hybrid Experiments on Earthquake Failure Criteria of Reinforced Concrete Structures [8WCEE] |
230 | Anderson, J.C., Masri, S.F., Miller, R.K., Sassi, H., Caughey, T.K. | Identification of a Nonlinear Building Model from Response Measurements under Earthquake Excitation [8WCEE] |
231 | Maguire, J.R., Severn, R.T., Trevelyan, J. | Assessing the Dynamic Properties and Integrity of Structures by the Use of Transient Data [8WCEE] |
232 | Meyyappa, M., Craig, J.I. | Highrise Building Identification Using Transient Testing [8WCEE] |
233 | Stockbridge, J.G. | Experimental Methods for Evaluating the Condition of Facades to Resist Seismic Forces [8WCEE] |
234 | Nigbor, R.L | Full-Scale Ambient Vibration Measurements of the Golden Gate Suspension Bridge—Instrumentation and Data Acquisition [8WCEE] |
235 | Husid, R., Haws, J.H., Patterson, M.M. | A System for Acquiring Earthquake Data on Offshore Oil Platforms [8WCEE] |
236 | Clark, A J., Cross, D.J. | The Effect of Specimen Resonances on Accurate Control of Multiple Degree-of-Freedom Servohydraulic Shaking Tables [8WCEE] |
237 | Ohtani, K., Takahashi, H., Fujiwara, K. | Research and Development of Three-Dimensional Shaking Table [8WCEE] |
238 | Saijo, O., Kawanishi, T., Kurata, F., Kato, W. | Introduction of Research and Development of the New Biaxial Underwater Shaking Machine for Ocean Structures and Application to Model Tests [8WCEE] |
239 | Safford, F.B., Masri, S.F. | Development of a Pulse Rocket for Earthquake Excitation of Structures [8WCEE] |
240 | Castoldi, A, Calcerano, G.,Casirati, M., Pezzoli, P. | ln-Situ Explosion Tests to Determine the Seismic Behaviourof an Underground Large-Size Pipe for Water Supply [8WCEE] |
241 | Lindberg, HE., Mak, R., Bruce, J.R. | Calculation of Soil Motion from Contained Explosive Arrays [8WCEE] |
242 | Canon, T.J., Dean, R.G. | Structural Steel Plates Shear Walls [8WCEE] |
243 | Ichinose, T., Murakami, M., Ohami, K., Hosokawa, Y. | Behavior of Stacked Crates During Earthquake [8WCEE] |
244 | Akiyama, N., Kawakami, H. | Running Stability of Train on Vibrating Track Subjected to Horizontal Excitation [8WCEE] |
245 | Lin, C.-W. | Effect of a Rigid Valve and a Flexible Valve on Valve Acceleration, Pipe Moment and Support Reactions [8WCEE] |
246 | Soni, A.H. Srinivasan, V. | Seismic Analysis of Rotating Mechanical Systems [8WCEE] |
247 | Teper, B., Kukreti, B.M., Black, D. | Comparison of Experimental and Analytical Results from Time History Analysis of Multiple Relay Panels [8WCEE] |
248 | Heidebrecht, A.C., Schriver, A. | Damping and the Seismic Response of Tertiary Equipment [8WCEE] |
249 | Roha, C. | The Performance of Stairways in Earthquakes [8WCEE] |
250 | Chang, l-K. | Dynamic Testing and Analysis of Improved Computer/Clean Room Raised Floor System [8WCEE] |
251 | Sato, Y., Fuse, T., Akagi, H. | Building Appendage Seismic Design Force Based on Observed Floor Response [8WCEE] |
252 | Philippacopoulos, A J., Wang, P.C., Miller, C.A., Costantino, C.J. | Upper-Bound Floor Response Spectra [8WCEE] |
253 | Okada, T., Seki, M. | Nonlinear Earthquake Response of Equipment System Anchored R/C Building Floor [8WCEE] |
254 | Goodno, B.J., Palsson, H.,Pless, D.G. | Localized Cladding Response and Implications for Seismic Design [8WCEE] |
255 | Rihal, S.S., Granneman, G. | Experimental Investigation of the Dynamic Behavior of Building Partitions and Suspended Ceilings During Earthquakes [8WCEE] |
256 | Del Valle, C.E. | Earthquake Damage to Nonstructural Elements [8WCEE] |
257 | Baggio, C, Guidi, M.C., Piccarreta, F. | Proposal to Safeguard External Walls and Partitions During Earthquakes [8WCEE] |
258 | Shibata, H., Ishibatake, H., Fukuda, T., Komine, H. | Human Operability under Strong Earthquake Condition [8WCEE] |
259 | Archea, J., Kobayashi, M. | The Behavior of People in Dwellings During the Off-UrakawaEarthquake of March 21, 1982 [8WCEE] |
260 | Sakamoto, I., Itoh, H., Ohashi, Y. | Proposals for Aseismic Design Method of Nonstructural Elements [8WCEE] |
261 | Liu, Z. Liang, H. | The Architectural Anti-Seismic Design for Urban Residences: The Tangshan and Beijing (Peking) Experience [8WCEE] |
262 | Reitherman, R. | Computer Aided Earthquake Analysis and Planning for Businesses and Organizations [8WCEE] |
263 | Csak, B., Haase, D.W., Peredy, J. | Elasto-Plastic Spring Elements for Diminution of Seismic Forces and Absorption of Kinetic Energies Respectively/Seismic Isolation [8WCEE] |
264 | Key, D. | The Seismic Performance of Energy Absorbing Dampers in Building Structures [8WCEE] |
265 | Delfosse, G.C., Delfosse, P.G. | Earthquake Protection of a Building Containing Radioactive Waste by Means of Base Isolation System [8WCEE] |
266 | Staudacher, K. | Structural Integrity in Extreme Earthquakes- The Swiss Full Base Isolation System (3D) [8WCEE] |
267 | Caspe, M.S. | Base Isolation from Earthquake Hazards. An Idea Whose Time Has Come [8WCEE] |
268 | Liu, S.C., Yang, J.N., Samali, B. | Control of Coupled Lateral-Torsional Motion of Buildings Under Earthquake Excitation [8WCEE] |
269 | Scholl, R.E. | Brace Dampers: An Alternative Structural System for Improving the Earthquake Performance of Buildings [8WCEE] |
270 | Pall, A.S. | Response of Friction Damped Buildings [8WCEE] |
271 | Sarrazin, M., Araya, R. | Effectiveness of Isolation Devices on the Building Response to Earthquake Loading [8WCEE] |
272 | Kitazawa, K., Ikeda, A., Kawamura, S. | Study on a Base isolation System [8WCEE] |
273 | Rutenberg, A., Eisenberger, M. | Seismic Response of Base Isolated Asymmetric Shear Buildings [8WCEE] |
274 | Ikonomou, A.S. | Alexisismon Seismic Isolation Levels for Translational and Rotational Seismic Input [8WCEE] |
275 | Stimer, S.F., Chow, F.L. | Curved Plate Energy Absorbers for Earthquake Resistant Structures [8WCEE] |
276 | Petrovski, J., Zdravkovic, S. | Seismic Isolation and Energy Absorption Supporting Elements for Bridge Structures [8WCEE] |
277 | Arya, A.S. | Sliding Concept for Mitigation of Earthquake Disaster to Masonry Buildings [8WCEE] |
278 | Arnold, C. | Soft First Stories: Truths and Myths [8WCEE] |
279 | Megget, L.M. | The Design and Construction of a Base Isolated Concrete Frame Building in Wellington, New Zealand [8WCEE] |
280 | Skinner, R.I. | Base Isolated Structures in New Zealand [8WCEE] |
281 | Eligehausen, R., Russ, A. | Studies to Minimize the F fleets of Bond Slippage in Exterior Joints of R/C Ductile Moment Resisting Frames [8WCEE] |
282 | Fafitis, A., Shah, S.P. | Cyclic Stress-Strain Curves of Concrete Confined with Spirals [8WCEE] |
283 | Wu, Y., Long, M. | A Study of Behavior of Confined Concrete with Rectangular and Combined Hoops [8WCEE] |
284 | White, R.N., Gergely, P. | Design of Lapped Splices in R/C Beams, Columns, and Flat Elements [8WCEE] |
285 | Redwood, R.G., Mitchell, D., Dunberry, M. | Cyclic Load Tests of Composite Beam-to Column Connections [8WCEE] |
286 | Umehera, H., Jirsa, J.O. | Behavior and Design of Short R.C. Columns [8WCEE] |
287 | Sheikh, S.A. | Confined Concrete Subjected to Axial and Bending Loads [8WCEE] |
288 | Noda, S., Kitazawa, S., Iida, T., Mori, N., Tabuchi, H. | An Experimental Study on the Earthquake Resistance of Steel Plate Cellular Bulkheads with Embedment [8WCEE] |
289 | Watanabe, F. | Shear Capacity of R/C Short Column [8WCEE] |
290 | Zhang, Z-q., Guo, Z-h., Wang, C-z. | Experimental Investigation of Complete Stress-Strain Curves of Concrete Confined by Stirrups under Cyclic Loading [8WCEE] |
291 | Weng, Y-j., Ma, B-m. | Ductility of R/C Columns with Various Types of Ties and Stirrup Ratios [8WCEE] |
292 | Tanaka, Y., Kaneko, Y., Yashiro, H. | Tie Confining Effect on Plastic Hinge in Reinforced Concrete Short Columns under Cyclic Shear Loadings [8WCEE] |
293 | Filippou, F.C., Popov, E.P. | Hysteretic Behavior of Reinforced Concrete Beams and Joints [8WCEE] |
294 | Ramey, R.M. | Fiber Reinforced Concrete for Seismic Joints [8WCEE] |
295 | Yamaguchi, I., Sugano, S., Higashibata, Y. | Experimental and Analytical Studies on the Seismic Behavior of R/C Moment Resisting Frames Which Have Wide Columns [8WCEE] |
296 | Castellani, A. | ACI Versus CEB Design of R.C. Columns [8WCEE] |
297 | Bruce, R.A. | A Computer-Aided Technique for Generating Simplified Frame-Wall Elastic Models [8WCEE] |
298 | Lai, S.S.P. | On the Seismic Safety Provided by Uniform Building Code Design Method [8WCEE] |
299 | Borg, S.F. | A Structure Analysis Procedure for Earthquake Loadings [8WCEE] |
300 | Zhang, D., Wu, Z., Lin, W. | The Analysis of Earthquake Resistance in High Buildings [8WCEE] |