Capacity Design–Based Seismic Forces in Floor-to-Beam Connections of Precast Concrete Frames-Reference-Cited by-同舟云学术

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

Published:2015-12 Issue:6 Volume:29 Page:04014161
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Belletti Beatrice¹,Gasperi Antonello²,Spagnoli Andrea³

Affiliation:

1. Assistant Professor, Dept. of Civil-Environmental Engineering and Architecture, Univ. of Parma, Viale Usberti 181/A, 43124 Parma, Italy.

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

3. Associate Professor, Dept. of Civil-Environmental Engineering and Architecture, Univ. of Parma, Viale Usberti 181/A, 43124 Parma, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000649

Reference20 articles.

1. Seismic Performance of Precast Industrial Facilities Following Major Earthquakes in the Italian Territory

2. Evaluation of the interaction effects in coupled thin walled prestressed concrete roof elements

3. Belletti B. Bernardi P. and Gasperi A. (2006). “Some remarks concerning the evaluation of the bearing capacity of thin walled prestressed concrete roof elements.” Proc. 2nd Int. Fib Congress (CD-ROM) Naples Italy.

4. Biondini F. and Toniolo G. (2011). “Pseudodynamic tests on full-scale prototype of a multi-storey precast structure.” Proc. ANIDIS Conf. (CD-ROM) ANIDIS Association.

5. Brunesi E. Bolognini D. and Nascimbene R. (2014). “Evaluation of the shear capacity of precast-prestressed hollow core slabs: Numerical and experimental comparisons.” Mater. Struct. in press.10.1617/s11527-014-0250-6MASTED1359-5997

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