অনুরূপ উপাদানগুলি: SEISMIC BEHAVIOR OF CONCRETE COLUMN REINFORCED WITH HIGH STRENGTH REBAR /
- NUMERRICAL INVESTIGATION OF THE CYCLIC BEHAVIOUR OF CONCRETE COLUMNS REINFORCED WITH HIGH STRENGTH REBAR /
- NUMERICAL MODEL AND EXPERIMENTAL BEHAVIOR OF CONCRETE BEAMS REINFORCED WITH PLAIN STAINLESS STEEL REBARS /
- CHARACTERIZATION OF COMPRESSIVE BOND BEHAVIOR OF STAINLESS STEEL REBAR IN CONCRETE /
- EXPERIMENTAL INVESTIGATION ON BEHAVIOR OF REINFORCED CONCRETE INTERIOR BEAM COLUMN JOINTS RETROFITTED WITH FIBER REINFORCED POLYMERS /
- EFFECT OF CARBON FIBER REINFORCED POLYMER RETROFITTING ON RECYCLED BRICK AGGREGATE CONCRETE COLUMN /
- FLEXURAL AND INPACT BEHAVIOR OF TEXTILE REINFORCED CONCRETE SLAB PANEL /
বিষয়: Civil Engineering
- ONE DIMENSIONAL SITE RESPONSE ANALYSIS OF A POWER PLANT SITE BEFORE AND AFTER GROUND IMPROVEMENT /
- QUALITY ASSESSMENT OF REPRESENTATIVE CEMENT BRANDS OF BANGLADESH /
- DEVELOPMENT OF A GIS BASED MODEL TO EXPLORE SAFE WATER OPTIONS IN SOUTHERN COASTAL REGION /
- A STUDY ON ZIA COLONY TO MIRPUR CANTONMENT ROAD WITH SPECIAL EMPHASIS ON PEDESTRIAN FACILITTY /
- BEHAVIOUR OF EXTERIOR FRAME OF BUILDINGS UNDER BLAST LOAD FOR DIFFERENT STANDOFF DISTANCES AND THREAT CONDITIONS WITH SPECIAL REFERENCE TO RESIDENTIAL BUILDINGS /
- NUMERICAL MODEL AND EXPERIMENTAL BEHAVIOR OF CONCRETE BEAMS REINFORCED WITH PLAIN STAINLESS STEEL REBARS /
বিষয়: This Thesis paper of CE in M.Sc. program
- BEHAVIOR OF BRICK AGGREGATE CONCRETE WITH RIGEN HUSK ASH AS A PARTIAL REPLACEMENT OF CEMENT /
- SEISMIC BEHAVIOR OF CONCRETE COLUMN REINFORCED WITH HIGH STRENGTH REBAR /
- BEARING CAPACITY OF RECONSTITUTED SOFT CLAYEY SOIL INCLUSIVE OF SAND COMPACTION PILE /
- DURABILITY OF NANO-MODIFIED BASALT FIBER-REINFORCED CEMENTITIOUS COMPOSITES /
- MICROSTRUCTURE AND STRENGTH PROPERTIES OF CONCRETE CONTAINING STAINLESS STEEL SLAG /
- MODELLING OF DIVERSIFIED CROP WATER USE ON THE DECLINING GROUNDWATER LEVEL IN A DROUGHT PRONE AREA OF BANGLADESH /
লেখক: Hasan, Md. Ziaul
লেখক: Supervised by Lt Col Khondaker Sakil Ahmed
- STRENGTH, STIFFNESS AND FAILURE MECHANISM OF DOUBLE SHEAR WELDED CONNECTIONS BETWEEN COLD-FORMED AND HOT-ROLLED STEEL /
- BOND BEHAVIOUR OF HIGH STRENGHT STEEL REBAR IN RECYCLED COARSE AGGREGATE CONCRETE /
- INFLUENCE OF VOID GEOMETRY ON THERMAL CONDUCTIVITY AND FIRE INTEGRITY (EXPERIMENTAL AND NUMERICAL ANALYSIS) /
- NUMERICAL INVESTIGATION FOR LATERAL CAPACITY OF PRE-TENSIONED SPUN PRECAST CONCRETE PILE TO PILE CAP JOINT UNDER REVERSE CYCLIC LOADING /
- BEHAVIOUR OF SHEAR STUD IN STEEL CONCRETE COMPOSITE DECK CONTAINING WASTE RUBBER, FIBER AND RECYCLED AGGREGATES /
- EXPERIMENTAL INVESTIGATION FOR BUCKLING BEHAVIOR OF COLD FORMED STEEL OMEGA (ω) SECTION UNDER AXIAL COMPRESSION /