Font Size: a A A
Keyword [constitutive relation]
Result: 121 - 140 | Page: 7 of 10
121. Study On Ultimate Load Bearing Capacity Of The Swallow Type Arch Bridge
122. Improvement Of Constitutive Relation Of Rubber Concrete With Low Rubber Contents Subjected To Uniaxial Compression
123. Experimental Study On Tensile Property Of FRP Bars And Bond Behavior Between FRP Bars And Concrete After High Temperature
124. Unsaturated Elasto-Plastic Constitutive Relation Study Based On Bbm Model For Chuanxi Talus Mixed Soil
125. Dynamic Tests And Constitutive Relations Of Frozen Soil
126. Exploration On The Constitutive Relation And Freeze-thaw Damage Model Of Fly Ash-silicon Fume Stabilized Soil
127. Experimental Study On Bond-Anchorage Properties Between BFRP Bar And Concrete
128. Experimental Research On Fundamental Mechanics Performance Of Clay Perforated Brick Masonry
129. Research Of Impermeability And Anti-cracking Properties Of Tunnel Secondary Lining Fiber Concrete
130. Study On The Constitutive Relation Equivalent Method And Model Test Of Composite Main Arch Circle
131. The Nonlinear Analysis Of Reinforced Masonry Shear Wall
132. Research On The Properties Of Viscous Damping Materials And Its Damper
133. Experimental Study On Strength Characteristics Of Interface Between Qinghai-Tibetan Frozen Silt And Building Materials
134. Experimental Study On Constitutive Relation Of Frozen Clay Guqiao Mine
135. Study On Model Test And Engineering Application Of Masonry Arch-bridge Reinforced With Composite Arch Circle
136. Force Analysis Of End-plate Joints And Study On Constitutive Relation Of End-plate Joints Considered Stiffened T-connectors
137. Experimental Study On Bond Behavior Of Steel Bar In Steel Fiber Reinforced Lightweight Aggregate Concrete
138. Experimental Research On Anisotropy Characteristics For Non-interpenetrated Jointed Rock Mass
139. The Study On Constitutive Relation And Processing Map For TC21Titanium Alloy Of Damage Tolerance Type
140. Study On Constitutive Relation Of The Interface Between CFL And Concrete In Hot-wet Environment Under Fatigue Loads
  <<First  <Prev  Next>  Last>>  Jump to