Study on Seismic Performance of Improved High-Strength Concrete Pipe‐Pile Cap Connection
Author:
Affiliation:
1. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China
2. College of Water Conservacy, Shenyang Agricultural University, Shenyang 110866, China
Abstract
Funder
National Natural Science Foundation of China
Publisher
Hindawi Limited
Subject
General Engineering,General Materials Science
Link
http://downloads.hindawi.com/journals/amse/2020/4326208.pdf
Reference38 articles.
1. Damage to Reinforced Concrete Buildings in Niigata City with Special Reference to Foundation Engineering
2. Building damage associated with geotechnical problems in the 2011 Tohoku Pacific Earthquake
3. EXPERIMENTS ON THE SEISMIC BEHAVIOR OF PHC PILES : Study of the improvement in the bearing capacity and deformability of the prestressed high strength concrete(PHC) pile, Part 1
4. THE EFFECTIVENESS OF CONCRETE FILL IN THE HOLLOW PART OF PHC PILES : Study of the improvement in the bearing capacity and deformability of the prestressed high strength concrete (PHC) pile, Part 2
5. INFLUENCE OF AXIAL DEFORMED BARS AND LATERAL REINFORCEMENT ON EARTHQUAKE-RESISTANT PROPERTIES OF PRC PILES
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