| TRIP OPTIMIZATION FOR PUBLIC TRANSPORTATION SYSTEMS WITH LINEAR GOAL PROGRAMMING (LGP) METHOD | Sezgin TEKİN,Sevil KÖFTECİ,Metin Mutlu AYDIN,Mehmet Sinan YILDIRIM | 921–933 |
| EARTQUAKE BEHAVIOUR OF THICK PLATES RESTING ON ELASTIC FOUNDATION WITH FIRST ORDER FINITE ELEMENT | Yaprak Itır ÖZDEMİR | 935–950 |
| A RESEARCH ON THE EFFECT OF THE REINFORCEMENT GEOMETRY ON THE SOIL BEARING CAPACITY UNDER THE STRIP FOOTING LOADS | Payam MAJEDI,Semet ÇELİK,Suat AKBULUT | 951–960 |
| STRUCTURAL AND TECHNICAL EVALUATION OF PUMPED WATER SUPPLY SYSTEMS BY USING ANALYTICAL HIERARCHY PROCESS | Mustafa GÜNDOĞAR,Cansu ORHAN,Mahmut FIRAT | 961–976 |
| COMPARISON OF FEM SOLUTION WITH ANALYTICAL SOLUTION OF CONTINUOUS AND DISCONTINUOUS CONTACT PROBLEM | Yusuf KAYA,Alper POLAT,Talat Şükrü ÖZŞAHİN | 977–992 |
| BEHAVIOR OF RC BUILDING WITH AND WITHOUT INFILL WALL UNDER BLAST LOADING | Sabiou NAMATA SAIDOU,Ali KOÇAK | 993–1008 |
| NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS | Musa YETKİN,Yusuf CALAYIR,Erkut SAYIN,Muhammet KARATON | 1009–1022 |
| ANALYSIS OF THE VIABILITY OF APPLYING THE PRINCIPAL COMPONENTS TECHNIQUE IN MULTIVARIATE DATA FROM TRAFFIC ACCIDENTS | Maria Lígia CHUERUBIM,Irineu DA SILVA | 1023–1032 |
| DIRECTIONAL-DEFORMATION ANALYSIS OF CYLINDRICAL STEEL WATER TANKS SUBJECTED TO EL-CENTRO EARTHQUAKE LOADING | Ali İhsan ÇELİK,Mehmet Metin KÖSE,Tahir AKGÜL,Ahmet Celal ALPAY | 1033–1046 |
| THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING | Barbaros ATMACA,Mustafa ERGUN,Şevket ATEŞ | 1047–1079 |
| DESIGN SPATIAL AND NON-SPATIAL DATA MODELLING BASED ON THE LADM STRUCTURE FOR LAND REGISTRY AND CADASTRAL SYSTEM IN TURKEY | Zeynel Abidin POLAT,Mehmet ALKAN | 1081–1095 |
| INVESTIGATION THE ACCREDITATION PROCESS AND DEVELOPMENT AN OBJECT-ORIENTED DATABASE: CASE STUDY FOR DEPARTMENT OF GEOMATICS ENGINEERING | Yakup Emre ÇORUHLU,Bayram UZUN |