Behavior of unbonded post-tensioning monostrand anchorage systems under short duration, high amplitude cyclical loading-Reference-Cited by-同舟云学术

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Behavior of unbonded post-tensioning monostrand anchorage systems under short duration, high amplitude cyclical loading

Published:2015-12 Issue: Volume:104 Page:116-125
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Musselman Eric,Fournier Matthew,McAlpine Patrick,Sritharan Sri

Funder

National Science Foundation

Division of Civil, Mechanical and Manufacturing Innovation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference17 articles.

1. An overview of the PRESSS five-story precast test building;Nakaki;PCI J,1999

2. Preliminary results and conclusions from the PRESSS five-story precast concrete test building;Priestley;PCI J,1999

3. Precast concrete wall with end columns (PreWEC) for earthquake resistant design;Sritharan;Earthquake Eng Struct Dynam,2015

4. Stanton JF, Nakaki SD. Design guidelines for precast concrete seismic structural systems. PRESSS Report No. 01/03-09, PCI, Chicago, IL, and University of Washington Report No. SM 02-02, Seattle, WA, 2002.

5. Non-dimensional design procedures for precast, prestressed concrete hybrid frames;Hawileh;PCI J,2006

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3. Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers;Journal of Bridge Engineering;2023-02

4. Experimental Study on Seismic Behavior of PC Walls with Alveolar-Type Horizontal Joint under Pseudo-Static Loading;Materials;2022-03-20

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