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Chapter 3






             ExampleofanRCBuilding

             Retrofitted by RC Shear Walls                            ☆



             Teymour Honarbakhsh*, Kamyar Karbasi*, Samaneh Mohamadi*,
             Aida Bejanli* and Kamran Rahmati †
             *                             †
              Sarzamin Consulting Engineers, Tehran, Iran, Department of Reinforcement and Maintenance of
             Bridges and Technical Buildings of Tehran Municipality, Tehran, Iran


             Aims
             By reading this chapter, you are introduced to:
             l  introduction to several retrofitting techniques suitable for RC buildings;
             l  comparison of three different retrofitting strategies;
             l  introduction to linear dynamic spectral analysis; and
             l  introduction to converting dominant behavior of RC shear walls.




             3.1 INTRODUCTION
             The presented RC building, designed as an office building and printing house,
             is divided into two northern and southern parts which are connected to each
             other by jack-arch roofs at each story. Expansion joints of 3–5cm in width close
             to the elevator and staircase divide these two parts of the building. The building
             has two basement levels, a pilot, and 8 stories and 9 stories in the southern and
             northern part, respectively. The overall area of the building is nearly 22,000m 2
             with the diaphragm-column which was constructed in 1969. The building was
             vacant for a period of time and no as-built drawings were available. Different
             views of the example building are shown in Fig. 3.1. Preliminary evaluation of
             the building indicated the building was in good condition under the service
             loads. Based on the special features of the building as an icon building in
             newspapers publication industry, sustainable development considerations and


             ☆ This chapter is mainly a part of a project sponsored financially and technically by the Technical
             Bureau of the Municipality of Tehran. The authors of this chapter thank the support of this organi-
             zation. Appreciation is also extended to Dr. Pirouz Hanachi, Mr. Behnam Atabaki, Mr. Ehsan
             Noushabadi Zerangi.


             Advanced Design Examples of Seismic Retrofit of Structures. https://doi.org/10.1016/B978-0-08-102534-5.00003-9
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