Sl.No |
Title |
Author |
Conference |
Action |
1 |
Elasto-Plastic and Collapse Behavior of Braced Frames |
Yamada, M., Tsuji, B., Tsubakimoto, Y. |
8WCEE |
View |
2 |
Strength and Hysteretic Behavior of Steel Column-to-Footing Connection |
Kato, B., Morita, M. Tanaka, A., Fujita, N. |
8WCEE |
View |
3 |
Shear Transfer Behavior of R/C Wall Structural Systems Under Cyclic Loads |
Tebbe, J.; Aktan, H.M. |
8WCEE |
View |
4 |
Dynamic Fracture of Concrete Structures due to Severe Earthquakes and Some Consideration on Countermeasures |
Takeda, J-i. |
8WCEE |
View |
5 |
Multistory Bracing Systems of R/C- and Steel-Rigid Frames Subjected to Horizontal Loads, Proposition of Total Evaluation on the Aseismic Capacity for Design |
Yamada, M., Tsuji, B., Kawamura, H., Tani, A., Maeda, I., Takane, H., Haga, M., Kawabata, T., Nakajima, M., Takeuchi, H. |
8WCEE |
View |
6 |
Nonlinear Earthquake Response Test of Torsionally Coupled Reinforced Concrete Building Frames |
Seki, M., Okada, T. |
8WCEE |
View |
7 |
The Hysteretic Behavior of Shear Walls in the Building of Tohoku University During the Miyagi-Ken-Oki Earthquake |
Takahashi, J., Shibata, A., Shiga, T. |
8WCEE |
View |
8 |
Sliding Shear in Cracked Reinforced Concrete Shear Walls Subjected to Reversed Cyclic Shear |
Noguchi, H., Ochiai, M., Ihzuka, S. |
8WCEE |
View |
9 |
Fundamental Study on Dynamic Behaviour of Multi-Story Shear Walls |
Shimazu, T., Araki, H. |
8WCEE |
View |
10 |
Composite Floor Diaphragm Slab Tests |
Porter, M., Greimann, L. |
8WCEE |
View |
11 |
Experimental Study of a Flat-Plate Building Model |
Moehle, J.P., Diebold, J.W., Zee, H.L. |
8WCEE |
View |
12 |
Simulated Earthquake Tests of Reinforced Concrete Frame Structures with Columns Subjected to High Compressive - Stress |
Eto, H.; Takeda, T. |
8WCEE |
View |
13 |
Dynamic Response of Reduced Scale Models and Reinforced Concrete Structures |
Abrams, D.P., Tangkijngamvong, S. |
8WCEE |
View |
14 |
Experimental Determination of Damping in Reinforced Concrete Frame Structures |
Carydis, P.G., Psycharis, I.N., Kuribayashi, E. |
8WCEE |
View |
15 |
Experimental Investigation of the Strength, Stiffness and Ductility of RC Structural Walls |
Simeonov, B |
8WCEE |
View |
16 |
A New Type of Earthquake Resistant Shear Wall Structure with Slidable Horizontal Friction Joints |
Li, Y., Wei, L., Song, R., Liu, Z., Jiang, J. |
8WCEE |
View |
17 |
Experimental Research on Seismic Behavior of Multistory Frame-Supported and Partially Frame-Supported Shear Wall Structural Systems |
Chen, K., Chu, Y., Chang, J., Chen, Z. |
8WCEE |
View |
18 |
Effect of Load History Variation on Cyclic Response of Reinforced Concrete Flexural Members |
Hwang, T.H., Scribner, C.F. |
8WCEE |
View |
19 |
Reinforced Concrete Beam-to-Column Connections Subjectedto Earthquake-Type Loading |
Ehsani, M.R., Wight, J.K. |
8WCEE |
View |
20 |
Experimental Study of Interior Beam to Column Connections Subjected to Reversed Cyclic Loading |
Durrani, A J., Wight, J.K. |
8WCEE |
View |
21 |
Experimental and Analytical Study on Reinforcing Method of Reinforced Concrete Beams with Web Opening |
Kokusho, S., Hayashi, S., Kobayashi, K., Maie, H., Iwakuru, T., Honda, Y. |
8WCEE |
View |
22 |
The Effect of Floor Member Size on the Behavior of Reinforced Concrete Beam-Column Joints |
Leon, R.T. |
8WCEE |
View |
23 |
Three-Dimensional Beam-Column Subassemblages Under Bidirectional Earthquake Loadings |
Suzuki, N. Otani, S., Kobayashi, Y. |
8WCEE |
View |
24 |
Ductility Improvement of Concrete Structural Members by Using Laterally Confined Concrete with High Strength Hoop Reinforcement |
Muguruma, H. |
8WCEE |
View |
25 |
Experimental Study on Seismic Behavior of Reinforced Concrete Subassemblages with Slitted Spandrel Walls |
Ichinose, T., Aoyama, H., Kai, Y. |
8WCEE |
View |
26 |
Slippage of Reinforcement in Beam-Column Joint of Reinforced Concrete Frame |
Morita, S., Kaku, T. |
8WCEE |
View |
27 |
Further Studies on the Behavior of Reinforced Concrete Beam-Column Joint Under Reversed Cyclic Loading |
Hsu, Y., Hu, C, Chen, Y. |
8WCEE |
View |
28 |
Hysteretic Behavior of Concrete Flexural Members Reinforced with High Strength Steel |
Meli, R., Baeza, J., Rodriguez, M. |
8WCEE |
View |
29 |
Aggregate Interlock Cyclic Response of R.C. Critical Sections |
Briseghella, L., Gori, R. |
8WCEE |
View |
30 |
Strength and Ductility of Reinforced and Prestressed Concrete Columns and Piles Under Seismic Loading |
Park, R., Zahn, F.A., Falconer, T.J. |
8WCEE |
View |
31 |
Effects of the Rate of Cyclic Loading on the Inelastic Behavior of Reinforced Concrete Columns |
Arakawa, T., Arai, Y. |
8WCEE |
View |
32 |
Experimental Behaviour of Ductile Hollow Reinforced Concrete Columns |
Mander, J.B. |
8WCEE |
View |
33 |
Study on the Restoring Force Characteristics of R/C Column to Bi-Directional Deflection History |
Kobayashi, K., Kokusho, S., Takiguchi, K., Boo, C.Y. |
8WCEE |
View |
34 |
Tests of Ductile Behavior of Lightweight Concrete Columns for Seismic Design |
Hanson, N.W., Rabbat, B.G. |
8WCEE |
View |
35 |
Effectiveness of Steel Fiber Reinforcement on Improving Carrying Capacities and Deformation Characteristics of Reinforced Concrete Columns |
Nagasaka, T. |
8WCEE |
View |
36 |
Strength and Ductility of Diagonally Reinforced Concrete Columns |
Minami, K. Wakabayashi, M. |
8WCEE |
View |
37 |
Stress-Strain Relationship for Confined Concrete Under Cyclic Loading and Strain Gradient |
Ersoy, U., Tankut, T., Uzumeri, S.M. |
8WCEE |
View |
38 |
Shear Failure of Reinforced Concrete Columns Due to Biaxial Lateral Forces |
Joh, D., Shibata, T. |
8WCEE |
View |
39 |
Reinforced Concrete Columns Subjected to Uniaxial and Biaxial Load Reversals |
Saatcioglu, M. |
8WCEE |
View |
40 |
U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 1: Single-Degree-of-Freedom Psuedo-Dynamic Test |
Kaminosono, T., Watabe, M., Okamoto, S., Nakata, S., Yoshimura, M. |
8WCEE |
View |
41 |
U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 2: Damage Aspects and Response Properties Before Repair Works |
Okamoto, S., Kitagawa, Y., Nakata, S., Yoshimura, M., Kaminosono, T. |
8WCEE |
View |
42 |
U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 3: Installation of Nonstructural Elements and Repair Works, Damage Aspects and Hysteresis Properties After Repair |
Nakata, S., Itoh, H., Baba, A. Okamoto, S. |
8WCEE |
View |
43 |
U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 4: Dynamic Characteristics of the Building |
Midorikawa, M., Kitagawa, Y. |
8WCEE |
View |
44 |
U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 5: Discussion of Dynamic Response System |
Kabeyasawa, T. Shiohara, H.,Otani, S. |
8WCEE |
View |
45 |
U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 6: Ultimate Moment-Resisting Capacity |
Yoshimura, M., Tsubosaki, H. |
8WCEE |
View |
46 |
Results from the Simulated Earthquake Tests of a Full Size Reinforced Concrete Building in Tsukuba, Japan |
Sattery-Javid, V., Wight, J.K. |
8WCEE |
View |
47 |
Earthquake Response of a 1/5 Scale Model of a Seven-Story R/C Frame-Wall Structural System |
Aktan, A.E., Bertero, V.V. |
8WCEE |
View |
48 |
Correlation of the Analytical and Experimental Responses of a 1/5-Scale Model Seven-Story R/C Frame-Wall Structure |
Charney, F.A., Chowdhury, A.A. |
8WCEE |
View |
49 |
Correlation Study on Shaking Table Tests and Pseudo- Dynamic Tests by R.C. Models |
Kitagawa, Y., Kubota, T., Kaminosono, T., Kubo, T. |
8WCEE |
View |
50 |
Experimental Modeling and Analysis of Three-One-Tenth Scale Reinforced Concrete Models of the BRI Test Structure |
Wolfgram, C.E. |
8WCEE |
View |
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