Theoretical Resistance of RC Frames under the Column Removal Scenario Considering High Strain Rates-Reference-Cited by-同舟云学术

Theoretical Resistance of RC Frames under the Column Removal Scenario Considering High Strain Rates

Author:

Mohajeri Nav Foad¹,Abbasnia Reza²,Rashidian Omid³,Usefi Nima⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Iran Univ. of Science and Technology, Narmak, 1684613114 Tehran, Iran (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Iran Univ. of Science and Technology, Narmak, 1684613114 Tehran, Iran.

3. Ph.D. Candidate, Dept. of Civil Engineering, Iran Univ. of Science and Technology, Narmak, 1684613114 Tehran, Iran.

4. M.Sc. Student, Dept. of Civil Engineering, Iran Univ. of Science and Technology, Narmak, 1684613114 Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference48 articles.

1. ABAQUS 6.9 [Computer software]. Dassault Systèmes Waltham MA.

2. A theoretical method for calculating compressive arch capacity of RC beams against progressive collapse;Abbasnia R.;Struct. Concr.,2015

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