Evaluation of the shear strength of four pile cap using strut and tie model (STM)-Reference-Cited by-同舟云学术

Evaluation of the shear strength of four pile cap using strut and tie model (STM)

Published:2009-03 Issue:2 Volume:32 Page:243-249
ISSN:0253-3839
Container-title:Journal of the Chinese Institute of Engineers
language:en
Short-container-title:Journal of the Chinese Institute of Engineers

Author:

Ahmad Saeed,Shah Attaullah,Zaman Saeed

Publisher

Informa UK Limited

Subject

General Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/02533839.2009.9671501

Reference14 articles.

1. ACI318–05/318R‐05. 2005.Building Code Requirements for Structural Concrete (ACI 318–05) and Commentary to the Building Code Requirements (ACI‐318R‐05), 430USA: American Concrete Institute.

2. Recent Approaches to Shear Design of Structural Concrete

3. An evaluation of pile cap design methods in accordance with the Canadian design standard

Cited by 8 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. Analysis of the pile-to-cap connection of pile caps on two steel piles – An experimental and numerical study;Engineering Structures;2022-02

2. Finite Element Analysis of Reinforced Concrete Pile Cap using ATENA;Latin American Journal of Solids and Structures;2021

3. Comparison of Moments for Pile-Cap Design;Soil Mechanics and Foundation Engineering;2020-01

4. Design-Oriented Testing and Modeling of Reinforced Concrete Pile Caps;KSCE Journal of Civil Engineering;2019-06-27

5. Reliability-based Assessment of RC Pile Cap Design Methods and Proposals for their Strength Resistance Factors;KSCE Journal of Civil Engineering;2019-06-27