Role of Soil–Structure Interaction on the Response of Precast RC Structures under Seismic Loading: Case Study-Reference-Cited by-同舟云学术

Role of Soil–Structure Interaction on the Response of Precast RC Structures under Seismic Loading: Case Study

Published:2017-02 Issue:1 Volume:22 Page:04016014
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Belletti Beatrice¹,Gasperi Antonello²,Spagnoli Andrea¹,Valentino Roberto³

Affiliation:

1. Associate Professor, Dept. of Civil-Environmental Engineering and Architecture, Univ. of Parma, Parco Area delle Scienze 181/A, Parma 43124, Italy.

2. Consulting Engineer, via Zodiaco 72/1, Modena 41126, Italy.

3. Assistant Professor, Dept. of Civil-Environmental Engineering and Architecture, Univ. of Parma, Parco Area delle Scienze 181/A, Parma 43124, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000298

Reference29 articles.

1. Non-linear soil stiffness in routine design

2. Influence of dynamic soil–structure interaction on the nonlinear response and seismic reliability of multistorey systems

3. Capacity Design–Based Seismic Forces in Floor-to-Beam Connections of Precast Concrete Frames

4. Performance of industrial buildings during the Emilia earthquakes in Northern Italy and recommendations for their strengthening

5. Campanella R. G. Robertson P. K. and Gillespie D. (1986) “Seismic cone penetration tests.” Proc. ASCE Specialty Conf. In Situ ’86: Use of In Situ Tests in Geotechnical Engineering ASCE Reston VA 116–130.

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