Dynamic Response of Three-Dimensional Midrise Buildings Adjacent to Slope under Seismic Excitation in the Direction Perpendicular to the Slope-Reference-Cited by-同舟云学术

Dynamic Response of Three-Dimensional Midrise Buildings Adjacent to Slope under Seismic Excitation in the Direction Perpendicular to the Slope

Author:

Shabani Mohammad Javad¹^ORCID,Shamsi Mohammad²,Ghanbari Ali³^ORCID

Affiliation:

1. Technical College of Imam Sadiq, Technical and Vocational Univ., P.O. Box 47316-89114, Babol, Iran (corresponding author). ORCID: .

2. Civil Engineering Dept., Kharazmi Univ., No. 49 Mofattah Ave., Tehran 15719-14911, Iran.

3. Professor, Civil Engineering Dept., Kharazmi Univ., No. 49 Mofattah Ave., Tehran 15719-14911, Iran. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

Reference71 articles.

1. ACI (American Concrete Institute). 2009. Building code requirements for structural concrete and commentary. ACI 318. Farmington Hills, MI: ACI.

3. AISC. 2005. Seismic provisions for structural steel buildings. AISC 341-05. Chicago: AISC.

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