| Design of earthquake-resistant structures and a seismic base-isolation | Kubo KEİZABURO | 1–10 |
| Adaptive structures | Şenol UTKU | 11–33 |
| Frames under continuous stress strain variation up to failure | Bülent A. ÖVÜNÇ | 35–52 |
| Fracture analysis of mortar-aggregate interfaces in concrete composites | Oral BÜYÜKÖZTÜRK | 53–85 |
| A perturbation analysis of nonlinear forced oscillations | Koncay HÜSEYİN,Shiqi WANG | 87–98 |
| Stress distribution in a dislocation embedded elastic disk and application of the solution to the disk crack problem | Feridun DELALE,Y. L. XU | 99–131 |
| Crack growth in concrete under combined mode I and mode II | Mehmet A. TAŞDEMİR,Arup K. MAJİ,Surendra P. SHAH | 133–164 |
| Asymptotical modeling of initially curved and twisted composite rotor blades | Dewey H. HODGES,Ali R. ATILGAN | 165–196 |
| Design of lined circular reinforced concrete tank walls | Vedat A. YERLİCİ | 197–207 |
| Current research at METU on repair and strengthening of R/C structures | Uğur ERSOY,Tuğrul TANKUT | 209–240 |
| A model for nonlinear earthquake behavior of brick masonry buildings | A. Kamil TANRIKULU,Yalçın MENGİ | 241–273 |
| Large deformations of helices | Atilla AŞKAR,Yalçın AKÖZ | 275–298 |
| Nonlocal thermal moduli | Esin İNAN | 299–318 |
| Non dimensional mathematical model for pumping systems in transition with and without air chamber | Cahit ÖZGÜR,LEVENT ALİ KAVURMACIOĞLU | 319–347 |
| A hybrid finite element obtained using shallow shell relations | Nahit KUMBASAR | 349–361 |
| Harmonic and seismic responses of a beam-column system on a tensionless foundation |