Analytical model and evaluation of maximum crack width for unbonded PSRC frame beam under short‐term service load-Reference-Cited by-同舟云学术

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Analytical model and evaluation of maximum crack width for unbonded PSRC frame beam under short‐term service load

Published:2019-08-27 Issue:16 Volume:28 Page:
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Yao Gangfeng¹,Xiong Xueyu¹^ORCID

Affiliation:

1. Department of Structural Engineering, College of Civil EngineeringTongji University Shanghai China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1667

Reference35 articles.

1. Seismic analysis of high-rise mega-braced frame-core buildings

2. Performance-Based Seismic Design and Evaluation of Fused Steel Diagrid Frame

3. Optimization of structural patterns for tall buildings: The case of diagrid

4. Diagrid structural systems for tall buildings: characteristics and methodology for preliminary design

Cited by 3 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. Study on seismic performance of prestressed composite joint with CESA columns;Journal of Building Engineering;2024-04

2. Machine vision‐based automated earthquake‐induced drift ratio quantification for reinforced concrete columns;The Structural Design of Tall and Special Buildings;2023-10-07

3. Study on crack width and crack resistance of eccentrically tensioned steel-reinforced concrete members prestressed by CFRP tendons;Engineering Structures;2022-02

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