load bearing behavior - Globe Thesis

Keyword [load bearing behavior] Result: 1 - 20 \| Page: 1 of 2
1.	Study On Bearing Mechanism Of Closed Diaphragm Wall As Bridge Foundation
2.	Researches On The Influences Of Current Scour On The Working Behavior Of Group Pile Foundations Under Vertical Loadings
3.	Three-Dimensional Finite Element Analyses Of The Vertical Bearing Behavior Of Pile Foundations With Defective Piles
4.	A Numerical Simulation Of The Horizontal Bearing Behavior Of Defective Pile Foundations
5.	Numerical Simulation Of The Effects Of Mudcake And Bottom Sediment On Bearing Behavior Of Cast-in-place Piles
6.	Load Bearing Behavior And Test Research Of Simply Supported U-section Steel-encased Concrete Composite Beams
7.	Study On Load-bearing Behavior Of SRC Frame Structure With Special-shaped Columns
8.	Load Bearing Behavior And Test Research Of Corrugated Web-encased Concrete Composite Beams
9.	Studies On The Load Bearing Behavior Of Large Diameter Tubular Pile And Its Application Research In The Seawall Structure
10.	Application Research On The Micro Piles For Treatment Sedimentation Of Qingdao-yinchuan (Hebei) Highway
11.	The Analysis On The Lateral Load-bearing Characteristics Of Bridge Pile Foundation In The Loess Gully Area
12.	Study On Interaction Mechanism Of Step Pile-soil-cushion
13.	Load Bearing Behavior Experiment And Finite Element Analysis Of Timber Concrete Composite Structure
14.	Study On The Single Pile's Load Bearing Behavior Of Precast Prestressed Spun Concrete Square Piles
15.	Design Strategy And Application Of Natural Lighting In Underground Garage
16.	Study On Environmental Design Innovation Of Liaocheng Boathouse Hotel Under Regional Characteristics
17.	Research On Metaphorical Landscape Design Of Urban Theme Park
18.	Experimental Study And Theoretical Analysis Of Load Bearing Behavior For Key Connection Of Tower Boiler Steel Structure
19.	Research On The Horizontal Load-bearing Behavior And Mechanism Of Root Pile Foundation
20.	Theory Analysis Of Piles-diaphragm Wall Combined Foundation Under Lateral Concentrated Load
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