High-strength steel reinforced squat UHPFRC shear walls: Cyclic behavior and design implications-Reference-Cited by-同舟云学术

High-strength steel reinforced squat UHPFRC shear walls: Cyclic behavior and design implications

Published:2017-06 Issue: Volume:141 Page:59-74
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Hung Chung-Chan,Li Honghao,Chen Hong-Chi

Funder

Ministry of Science and Technology, Taiwan

National Center for Research on Earthquake Engineering

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference40 articles.

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2. Strength and drift capacity of squat recycled concrete shear walls under cyclic loading;Peng;Eng Struct,2015

3. RC shear walls: full-scale cyclic test, insights and derived analytical model;Bekő;Eng Struct,2015

4. Shear strength and drift capacity of reinforced concrete and high-performance fiber reinforced concrete low-rise walls subjected to displacement reversals;Athanasopoulou,2010

5. Towards achieving the desired seismic performance for hybrid coupled structural walls;Hung;Earthquakes Struct,2015

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