| TS 500'deki kolon etkili boy faktörleri | HALİL GÖRGÜN,S. Seren AKAVCI | 1–13 |
| Parçacık görüntülemeli hız ölçme tekniğinin tanıtımı ve sabit bir silindir etrafındaki akışa uygulanması | Azize AKKOCA,N. Adil ÖZTÜRK | 15–25 |
| Sıcaklığın karbonhidrantların anaerobik giderimine etkisi | M. Ümit ÜNAL,SALİH AKSAY,TURAN YILMAZ | 27–35 |
| Karışık substratin anaerobik arıtım stabilitesine etkisi | M. Ümit ÜNAL,SALİH AKSAY,TURAN YILMAZ | 37–44 |
| The energy consumption of yarn manufacturing systems-reference to ring spinning system | ERDEM KOÇ,Emel KAPLAN | 45–58 |
| Advantages of using concrete inconporated with ground granulated blast-furnace slag and balastic pumice in terms of concrete durability in marina structure | Orhan AKSOĞAN,HANİFİ BİNİCİ,Ela Bahşude GÖRÜR | 59–65 |
| Three dimensional analysis of structures using effective stiffness models | Cengiz DÜNDAR,İ. Fatih KARA,A. Kamil TANRIKULU | 67–80 |
| The effect of the level of a single stiffening beam on the total bending moment of two-bay coupled shear walls | ENGİN EMSEN,Orhan AKSOĞAN,MURAT BİKÇE,HALİL GÖRGÜN | 81–93 |
| Static analysis of two-bay coupled shear walls with flexible beam-wall connections | ENGİN EMSEN,HALİL GÖRGÜN,Orhan AKSOĞAN | 95–109 |
| Rectangular stress block parameters for high-strength concrete columns subjected to biaxial bending and axial load | Serkan TOKGÖZ,Cengiz DÜNDAR,Cengiz Duran ATIŞ | 111–119 |
| Computer-aided mould design in the production of precast concrete structures | GÜLTEKİN AKTAŞ,TARIK BARAN,A. Kamil TANRIKULU | 121–129 |
| Modelling of fresh concrete for fresh concrete-mould interaction in precast concrete structures under vibration | GÜLTEKİN AKTAŞ,TARIK BARAN,A. Kamil TANRIKULU | 131–145 |
| A contract management model for construction pojects | Kaya Nuran DANIŞMAN,M. Emin ÖCAL | 147–158 |