Seismic performance of RC frames with different column-to-beam flexural strength ratios under the excitation of pulse-like and non-pulse-like ground motion

Author:

Zuo Zhanxuan,Gong Maosheng,Sun Jing,Zhang Hao

Funder

National Key R&D Program of China

Province Found for National Key R&D Program of China

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. ACI 318-14 (2014) Building code requirements for structural concrete. American Concrete Institute, Farmington Hill

2. AISC (2005) Seismic provisions for structural steel buildings (ANSI/AISC 341-05). American Institute of Steel Construction, Chicago

3. Arslan MH, Korkmaz HH (2007) What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey? Eng Fail Anal 14(1):1–22

4. Bondy KD (1996) A more rational approach to capacity design of seismic moment frame columns. Earthq Spectra 12(3):395–406

5. CEN.EN 1998-1(2004) Eurocode 8: design provisions for earthquake resistance of structures, Part 1: general rules, seismic actions and rules for buildings. European Committee for Standardization, Brussels, Belgium

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