Case study of a 40-storey buckling-restrained braced frame building located in Los Angeles-Reference-Cited by-同舟云学术

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Case study of a 40-storey buckling-restrained braced frame building located in Los Angeles

Published:2009-10-30 Issue:1-2 Volume:19 Page:77-93
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Dutta Anindya,Hamburger Ronald O.

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference4 articles.

1. ANSI/AISC 360-05 2005 Specification for Structural Steel Buildings

2. ASCE 2005 Minimum Design Loads for Buildings and Other Structures

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic response evaluation of a five‐story buckling‐restrained braced frame using multi‐element pseudo‐dynamic hybrid simulations;Earthquake Engineering & Structural Dynamics;2021-07-06

2. Seismic Risk Assessment of a 42-Story Reinforced Concrete Dual-System Building Considering Mainshock and Aftershock Hazard;Journal of Structural Engineering;2019-11

3. Seismic fragility assessment of a super tall building with hybrid control strategy using IDA method;Soil Dynamics and Earthquake Engineering;2019-08

4. Computational Challenges in Real-Time Hybrid Simulation of Tall Buildings under Multiple Natural Hazards;Key Engineering Materials;2018-02

5. Effect of Buckling Restrained Braces Locations on Seismic Responses of High-Rise RC Core Wall Buildings;Shock and Vibration;2016

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