Evaluation of the Use of Steel Bracing to Improve Seismic Performance of Reinforced Concrete Building

Author:

Safarizki Hendramawat A.,Kristiawan S.A.,Basuki A.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference7 articles.

1. Barros RC and Almeida R (2005). Pushover Analysis of Asymmetric Three-Dimensional Building Frames. Journal of Civil Engineering and Management, vol. XI, No. 1, pp. 3-12.

2. FEMA 356. Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, DC.

3. FEMA 440. Improvement of Nonlinear Static Seismic Analysis Procedures, Applied Technology Council, Redwood City, California.

4. Maheri MR and Akbari R (2003). Seismic Behaviour Factor, R, For Steel X-braced and Knee-braced RC Buildings. Journal of Engineering Structures 25 (2003), pp.1505-1513.

5. SNI 03-1726-2002. Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung, Badan Standarisasi Nasional,. Jakarta.

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