Analytical Study of the Seismic Performance of Steel-Braced Frames with Masonry Infill-Reference-Cited by-同舟云学术

Analytical Study of the Seismic Performance of Steel-Braced Frames with Masonry Infill

Published:2016-10 Issue:10 Volume:142 Page:04016083
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ahmady Jazany Roohollah¹,Hajirasouliha Iman²,Moghadam Abdolreza S.³,Kayhani Hossein⁴,Farshchi Hamidreza¹

Affiliation:

1. Research Associate, Structural Engineering Research Centre, International Institute of Earthquake Engineering and Seismology, 193953913 Tehran, Iran.

2. Senior Lecturer (Associate Professor), Dept. of Civil and Structural Engineering, Univ. of Sheffield, Sheffield S10 3JD, U.K. (corresponding author).

3. Associate Professor, Structural Engineering Research Centre, International Institute of Earthquake Engineering and Seismology, 193953913 Tehran, Iran.

4. Assistant Professor, Dept. of Civil Engineering, Pardis Branch, Islamic Azad Univ., 16555135 Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001548

Reference29 articles.

1. Influence of masonry infill on the seismic performance of concentrically braced frames

2. ANSI/AISC. (2010). “Seismic provisions for structural steel buildings.” ANSI/AISC 341–10 Chicago.

3. ANSYS version 5.4 [Computer software]. ANSYS Houston.

4. ASTM. (2014). “Standard test method for compressive strength of masonry prisms.” ASTM C1314-14 West Conshohocken PA.

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