Research Article

Optimum Design of TMD System for Tall Buildings

Table 5

Shear forces ratios between bar MRF, shear wall models and TMD group systems.
(a) Column ( 1 )

SystemOne TMD/floorFour TMD/floor
12410201241020

Bar MRF23354749602943596982

SW−62213336−215375070

SystemEight TMD/floorSixteen TMD/floor
12410201241020

Bar MRF2346647583843728589

SW−519446174514587782

Positive singes indicate reduction; negative singes indicate increase.
(b) Column ( 2 )

SystemOne TMD/floorFour TMD/floor
12410201241020

Bar MRF20314447602640587084

SW−182−171−136−144−133−191−162−134−12311

SystemEight TMD/floorSixteen TMD/floor
12410201241020

Bar MRF2244647583740708392

SW−240−13971247−242−119102946

Positive singes indicate reduction; negative singes indicate increase.
(c) Column ( 3 )

SystemOne TMD/floorFour TMD/floor
12410201241020

Bar MRF23334747582740546477

SW415343244924425369

SystemEight TMD/floorSixteen TMD/floor
12410201241020

Bar MRF2241577180635647682

SW128466275122577177

Positive singes indicate reduction; negative singes indicate increase.
(d) Column ( 4 )

SystemOne TMD/floorFour TMD/floor
12410201241020

Bar MRF18294144562535536582

SW30395051603745596782

SystemEight TMD/floorSixteen TMD/floor
12410201241020

Bar MRF1838546779131617383

SW28476071811644687787

Positive singes indicate reduction; negative singes indicate increase.