Experiment of torsional response induced by the Q –delta resonance
Author:
Affiliation:
1. Graduate School of Science and Technology Keio University Yokohama Japan
2. Faculty of Science and Technology Keio University Yokohama Japan
Funder
Secom Science and Technology Foundation
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1829
Reference37 articles.
1. Seismic Response of Asymmetric Systems: Energy-Based Approach
2. Shaking table tests on a high-rise RC building model having torsional eccentricity in soft lower storeys
3. Torsional coupling effects in the earthquake response of asymmetric buildings
4. Effects of Torsional Coupling on Earthquake Forces in Buildings
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1. Inelastic torsional buckling of simple three-dimensional moment resisting frame;Frontiers in Built Environment;2024-02-14
2. Study on a simplified model of a high‐rise shear‐type building for evaluation of Q–Δ resonance;JAPAN ARCHITECTURAL REVIEW;2023-01
3. STUDY ON A SIMPLIFIED MODEL OF A HIGH-RISE SHEAR-TYPE BUILDING FOR EVALUATION OF Q–Δ RESONANCE;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-01-01
4. FUNDAMENTAL STUDY OF Q-Δ RESONANCE CONSIDERING HIGHER-ORDER MODES BY SHAKING TABLE EXPERIMENTS AND FINITE ELEMENT ANALYSIS;Journal of Structural Engineering B;2022
5. Torsional response of a bisymmetric structure induced by bending–torsion interaction in vertical members;JAPAN ARCHITECTURAL REVIEW;2021-11-06
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