Layanan journal yang disediakan oleh Perpustakaan Universitas Gunadarma
| Judul Artikel | : | RATIONAL SELECTION OF STRUCTURAL DUCTILITY CAPACITY AND REINFORCEMENT DETAILS FOR SEISMIC DESIGN OF REINFORCED CONCRETE SHEAR WALL-FRAME STRUCTURE |
|---|---|---|
| Judul Terbitan | : | JURNAL HAKI (HIMPUNAN AHLI KONSTRUKSI INDONESIA) |
| ISSN | : | 0216-5457 |
| Bahasa | : | ENG |
| Tempat Terbit | : | JAKARTA |
| Tahun | : | 0000 |
| Volume | : | Vol. 8 Issue 1 0000 |
| Penerbit | : | HIMPUNAN AHLI KONSTRUKSI INDONESIA |
| Frekuensi Penerbitan | : | |
| Penulis | : | Yuskar Lase |
| Abstraksi | : | his paper discussed the rational selection of structural ductility capacity and reinforcement details in reducing inforcement demand for seismic resistance design of reinforced concrete building. In seismic resistance design, uctility capacity and inherent overstrength of lateral-force-resisting system is represented in seismic reduction actor R. For a reinforced concrete shearwall-frarne structure, a range of ductility capacity or seismic reduction 'actor is available. To select high structural ductility capacity will result low seismic design force but requires pecial reinforcement details. However for low structural ductility capacity, ordinary reinforcement details may be ufficient but high seismic design force are expected. High seismic design force as well as special reinforcement letails increase reinforcement quantity. In this study, a 12-storey of reinforced concrete shear wall-frame structure at the region of moderate seismic risk is analyzed as dual system (shear wall-frame system) or single system (shear wall system). The structure is designed in accordance with the Indonesian Building Code for Seismic Resistance Design. The study has been focussed on limited or full ductility structure with intermediate or special reinforcement Idetails respectively. Results shown that single or dual lateral-force-resisting system with limited ductility and intermediate reinforcement details (IMRF) only required minimum reinforcement quantity. |
| Kata Kunci | : | kapasitas daktilitas struktur; faktor reduksi gempa; dinding geser beton bertulang - struktur rangka; sistem ganda; Khusus Moment Resisting Frame (SRPMK); Intermediate Moment Resisting Frame (IMRF). |
| Lokasi | : | P27 |
| Terakreditasi | : | belum |