http://www.iaeme.com/IJCIET/index.asp 843 editor@iaeme.com International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 10, October 2017, pp. 843–865, Article ID: IJCIET_08_10_089 Available online at http://http://www.iaeme.com/ijciet/issues.asp?JType=IJCIET&VType=8&IType=10 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication Scopus Indexed FULL PRECAST STRUCTURE WITH UNBONDED POSTTENSION PRESTRESSED HYBRID FRAME STRUCTURES AT THE TAMANSARI HIVE OFFICE PARK BUILDING, JAKARTA, INDONESIA Gambiro Suprapto Research and Development PT. Wijaya Karya Beton, Tbk., Jakarta, Indonesia Almalik Husin, Widiasih, Andika Hadif Pratama, Iwan Ahmad Sofwan The Tamansari Hive Office Park Building Project PT. Wijaya Karya Beton, Tbk., Jakarta, Indonesia Hari Nugraha Nurjaman Persada Indonesia University, Jakarta,Indonesia Riyanto Rivky PT. Concedo Idea (Consultant), Jakarta, Indonesia ABSTRACT The need for high rise buildings in big cities like Jakarta is very urgent right now. Requirements regarding the quality of concrete, speed and ease of implementation have become demands. The Tamansari Hive Office Park is designed to meet these terms and conditions. This building consists of 3 basement floors and upper structure of 12 stories. The basement and shear wall structures are constructed from cast in place conventional concrete. While the top structure uses precast components for floor plates, beams and columns. This paper will describe the shape of beam, column and floor modeling in precast system structures. Indonesia is one of areas affected by earthquake events. Thus, earthquake load is a problem to be considered. Design of earthquake resistant buildings follows the provisions in Building Requirements for Structural Concrete (ACI 318-11), Indonesian Earthquake Resistance Design Procedures for Building and Non Building Structures (SNI 1726 – 2002) and some related regulations, particularly design regulations concerning precast buildings. The earthquake-resistant concept of this building does not use the concept of strong columns weak beam as earthquake absorbers, but uses the concept of self centering as described in the PRE cast Seismic Structural System (PRESSS). This concept is implemented with Unbonded Post-