Effects of support settlement on continuous deep beams and STM modeling

Engineering Structures

Volumn 32, Issue 2, 2010, Pages 361-372

  Zhang, Ning ^a   Tan, Kang Hai ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Concrete; Continuous deep beams; Experimental program; STM; Support settlement; Web reinforcement

Indexed keywords

CRACK PATTERNS; DEEP BEAM; DIFFERENTIAL SETTLEMENTS; EXCEL SPREADSHEETS; EXPERIMENTAL PROGRAM; LOAD-DEFLECTION CURVE; SERVICEABILITY LOADS; SPRING SUPPORT; STRUT-AND-TIE MODEL; SUPPORT REACTION; TEST RESULTS; ULTIMATE LOADS; ULTIMATE STRENGTH; WEB REINFORCEMENT;

CRACKS; FAILURE ANALYSIS; SAFETY FACTOR; SPREADSHEETS;

CONCRETE REINFORCEMENTS;

CRACKING; DEFLECTION; EXPERIMENTAL STUDY; GROUND SETTLEMENT; LOADING TEST; NUMERICAL MODEL; PREDICTION; SHEAR STRENGTH; SHEAR TEST; STIFFNESS; STRAIN; STRUCTURAL COMPONENT;

EID: 72549109681     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.09.019     Document Type: Article

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