共 50 条
- [21] Pedestrian level wind around super-tall building: Effects of podium 2018 INTERNATIONAL CONFERENCE ON CIVIL, ARCHITECTURE AND DISASTER PREVENTION, 2019, 218
- [22] Incremental dynamic analysis of seismic collapse of super-tall building structures STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2017, 26 (16):
- [23] Nonlinear time history analysis of a super-tall building with setbacks in elevation STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2013, 22 (07): : 593 - 614
- [24] Analysis on control of wind induced vibration of a super-tall building with TMD J Vib Shock, 2006, 2 (16-19):
- [25] Aerodynamic and Pedestrian-Level Wind Characteristics of Super-Tall Buildings with Various Configurations X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017), 2017, 199 : 28 - 37
- [26] MONITORING OF WIND EFFECTS AND VALIDATIONS WITH WIND TUNNEL STUDY FOR A SUPER-TALL BUILDING INTERNATIONAL SYMPOSIUM ON LIFE-CYCLE PERFORMANCE OF BRIDGES AND STRUCTURES, 2010, : 29 - 36
- [27] Influence of minimum shear force coefficient on seismic performance of super-tall buildings Lu, X. (luxz@tsinghua.edu.cn), 1600, Science Press (35):
- [28] Basic characteristics of torsional fluctuating wind force on rectangular super-tall buildings Jianzhu Jiegou Xuebao/Journal of Building Structures, 2009, 30 (05): : 191 - 197
- [29] Spectral Characteristics and Correlation of Dynamic Wind Loads of a Typical Super-tall Building ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2, 2013, 351-352 : 347 - 350