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181. Study On Seismic Behavior Of RECC Columns And Frames Considering Shear Effect
182. Experimental Study And Theoretical Analysis On Mechanical Behavior Of Steel Plate-Masonry Composite Irregular Shaped Columns
183. Seismic Experimental And Theoretical Study On A New Precast Concrete Connection Which Strand Anchored Into Core Area
184. Study On The Methods For Testing The Bearing Capacity Of Foundation Treated By Dynamic Compaction In Coastal Areas Of Hainan
185. Durability And Bearing Capacity Evaluation Test Of Corroding Tunnel Lining In Offshore Areas
186. Research On Behavior Of Mesh Reinforcement Confined Joint Of Rectangulure Concrete Filled Steel Tabular With Discontinuous Column Tube At Joint Zone Under Axial Compressing
187. Study On Mechanical Behavior Of New Type Wekl End-plate Joint For Reticulated Shell
188. Macro Constitutive Study And Finite Element Analysis Of Composite Foundation In Karst Region
189. Model Test Study For Vertical Bearing Of Variable Cross-section Pile
190. A Study On Foundation Piles Of747MW Combined Cycle Power Plant Guddu Pakistan
191. Experimental Research Of The Asphalt Pavement Dynamic Loading Test And Analysis Based On Optical Fiber Bragg Grating Technology
192. Test And Finite Element Analysis For The Xiangtan Vertical Type Wharf
193. Engineering Behaviors Of Unsaturated Expansive Soils In The Xinqiao International Airport Area Of Hefei
194. Research On Automobile Transmission Loading Test Technology Based On Road Load Spectrum
195. Axial Bearing Capacity Of Piles Socketed In Weak Rock In Plateau Reservoir
196. Research On Static Behavior Of Unstiffened Overlapped Circular Hollow Section K-Joints
197. Study On The Theoretical Research And Time-history Dynamic Analysis Of Steel Frame Filled With The Steel Deep Beams
198. Study On The Modelling Of Two-dimensional Numerical Rubber Modified Asphalt Mixture And Simulation On The Virtual Loading Test
199. Research On Observation And Analysis Of Settlement For Soft Soil Ground Of A Dedicated Passenger Line
200. The Comparison Of Two Methods Of Vertically Compressive Static Loading Test For Pile Foundation In Dalian Area
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