| Geometrical Nonlinear Analysis of Curved I -Girders under Bending using Mixed Finite Element Method | Yoshitaka SUETAKE, Masaharu HIRASHIMA and Teruhiko YODA | 207s-214s |
| Mechamice of Unstable Crack Initiation : Effect of Residual Strain | Hideyuki HORII Akio HASEGAWA and Fumio NISHINO | 215s-223s |
| Nonlinear Analysis of Thin-Walled Structures by a Coupled Finite Element Method | Toshitaka YAMAO and Tatsuro SAKIMOTO | 225s-234s |
| An Experimental Study on Ultimate Strength of Composite Columns for Compression or Bending | Hiroshi NAKAI, Osamu YOSHIKAWA and Hiromasa TERADA | 235s-245s |
| Nonlinear Response of Rectangular Plate Subjected to Inplane Dynamic Moment | Kazuo TAKAHASHI, Yasunori KONISHI Torahiko IKEDA and Ryta KAWANO | 247s-255s |
| Bifurcation Modes of Dome Structures and Group Theory | Kiyohiro IKEDA, Kunio TORII and Shogo MATSUSHITA | 257s-266s |
| Inverse Scattering of Elastic Waves for a Carity | Yoshiji NIWA and Sohichi HIROSE | 267s-275s |
| The Fatigue Strength of Diaphram Joint In Box-Section Truss Chord of High Strength Steel | Koei TAKENA, Hirosuke SHMOKAWA Fumio ITOH and Chitoshi MIKI | 277s-286s |
| Strength Characteristics of Steel Arch Bridges Subjected to Longitudinal Acceleration | Shigeru KURANISHI and Akinori NAKAJIMA | 287s-295s |
| Evaluation of Fatigue Resistance of Inclined Hangers in a Suspension Bridge by the Simulation Analysis | Akio MATSUKAWA, Masahiro KAMEI and Masao YAMAMOTO | 297s-307s |
| On Convergence of Geometnca11y Nonlinear Discretization at Limit Element Division | Masahiro AI and Fumio NISHINO | 309s-318s |
| Fatigue Craclcing of Fillet Welded Joint in Attachment under Compressive Cyclic Stresses | Tohru NATORI Makoto FUKAZAWA and Hiromasa TERADA | 319s-327s |
| Properties of Coherence Functions and Modification of Computational Method | Hideki KAWAKAMI, Yasuhiko SATO and Keizaburo KUBO | 329s-339s |
| Structural Damping in Welded Beam Column Connections | A.K. AGGARWAL and R. C. COATES | 341s-351s |
| An Expression for Solutions to Three-Dimensional Elasticity Problems in Cyhndnca1 and Spherical | Isamu OKUMURA and Takayoshi ONAKA | 353s-362s |
| A Simplified Analysis and Optimality on the Steel Column Behavior with Local Buckling | Akio HASEGAWA, Hidenori ABE, Mohamed MAUROOF and Fumio NISHINO | 363s-372s |
| Welded Repair of Cracked Beams and Residual Fatigue Life | Kentaro YAMADA Yoshinaga SAKAI, Akimasa KONDO and Yoichi KIKUCHI | 373s-382s |
| Analytjca1 Study on Shape Effect of Friction-Type Bolted Joints | Fumio NAGASHIMA | 383s-393s |
| Simplified Analysis Procedure on Damped Vibration Equivalent to Love Waves | Tatsuo OHMACH, Shigeaki MORICHI and Takumi TOSHIMAWA | 395s-405s |
| Seismic Behavior of a Rock Tunnel | Yasuki YAMAGUCHI, Mitsuru TSUJITA and Kazushi WAKITA | 407s-415s |
| A Study of the Dynamic Uplifting of Flexible Structures on Compliant Ground | Benito PACHECO, Yozo FUJINO and Manabu ITO | 417s-427s |
| Seismic Response Analysis of Pipelines Buried in Soil Layers with Irregular Boundaries | Takashi AKIYOSHI Kunihiko FUCHIDA and Kazuhisa MATSUMOTO | 429s-438s |
| Dynamics of a Liquid Storage Tank Placed on an Elastic Foundation | Nariaki AKIYAMA, Hiroki YAMAGUCHI and Yukio ENYA | 439s-446s |
| An Experimental Study on SFRC Composite Steel Deck | Hiromasa TERADA, Hirofumi MAENO, Miyuki NAKAMURA and Seichi KOYAMA | 447s-456s |
| [Technical Note] A Consistent Formulation of Trusses and Non-Warping Beams in Linearized Finite Displacements | Akio HASEGAWA, Tetsuo IWAKUMA, Kithsiri LIYANAGE and Fumio NISHINO | 457s-467s |
| [Technical Note] Fatigue of End Floor Beam Connection Plate of Stiffened Arch Bridge | Ichiro OKURA Tohsihisa SHIBAIKE and Ytikio MAEDA | 469s-476s |
| [Discussion, Closure] A Non-Iterative Optimum Design Method for Cable-Stayed Bridges | Kunio TORII, Kiyoshi IKEDA and Tomihiko NAGASAKI | 477s-480s |
| [Discussion, Closure] A Non-Iterative Optimum Design Method for Cable-Stayed Bridges | [Discussion] Masaaki HOSHNO | 481s-484s |
| [Discussion, Closure] A Non-Iterative Optimum Design Method for Cable-Stayed Bridges | [Closure] Kunio TORII, Kiyoshi IKEDA and Tomihiko NAGASAKI | 485s-485s |