3 years agoChamplain Towers Collapse Planter Boxes never had good drainage Overlay of 1996 and current proposalConstruction Engineering & Failure Analysis
3 years agoChamplain Towers Collapse Concrete & Rebar What everyone should know about Rebar and DeflectionConstruction Engineering & Failure Analysis
2 years agoChamplain Towers Collapse Column Distance exceeded 20% cumulative offset per ACI 1979ValueEngineering
3 years agoChamplain Towers Modeled version 2 Planter Box and BMA failure, let me explainConstruction Engineering & Failure Analysis
3 years agoChamplain Towers Planter box K and L went down together proof in images Part B of A B CConstruction Engineering & Failure Analysis
3 years agoChamplain Towers Why Planter Boxes tell a story of location failure at Slab Drop 2'-6" to 1'-6" isConstruction Engineering & Failure Analysis
2 years agoChamplain Towers Collapse Resonant Frequency was NOT cause of building collapse Pile drivingValueEngineering
3 months agoChamplain Towers South not logical that one column in pool deck thought to have bent overValueEngineering
3 years agoChamplain Towers Concrete zipper visualization Hamm HD12 Tandem Vibratory RollerConstruction Engineering & Failure Analysis
3 years agoChamplain Towers SURFSIDE BUILDING COLLAPSE EXPLAINING PUNCH SHEAR CRITICAL AREA AND TRIBUTARY AREASConstruction Engineering & Failure Analysis
2 years agoChamplain Towers a hint into the South Wall and Deck Slab interactions Version 3ValueEngineering
2 years agoChamplain Towers and Professor Dawn Lehman reply videoConstruction Engineering & Failure Analysis