Magnification Factor in Partial Capacity Design for Multitude Bay Buildings
Abstract
Full Text:
PDFReferences
Badan Standarisasi Nasional. SNI-03-1726-2002. Standar Perencanaan Ketahanan Gempa untuk Struktur Rumah dan Gedung. Badan Standarisasi Nasional, Jakarta, 2002
Computer and Structures, Inc. SAP 2000 v11, Static and Dynamic Finite Element Analysis of Structures Advanced 11.0.0. Berkeley, California, USA, 2007
Lumantarna B, and Pudjisuryadi P. “Partial Capacity Design, A Case Study of Structure with Vertical Set-Back”, Proceedings 15th World Conference of Earthquake Engineering, Bangkok, Thailand, 2012.
Montejo LA. CUMBIA. North Carolina: Department of Civil, Construction, and Environmental Engineering, North Carolina State University, 2007.
Muljati I, and Lumantarna B. “The Use of Magnification Factor Formula in Partial Capacity Design Method for Fully Ductile Moment Resisting Frames”. Proceedings Twelft East Asia-Pacific Conference on Structural Engineering and Construction (EASEC12), Procedia Engineering 14, 2011, 220-226, www.elseviere/locate/procedia
Muljati I, and Lumantarna B. “Minimum Design Limit of Partial Capacity Design for Regular Moment Resisting Frame." Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13). The Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13), 2013.
Refbacks
- There are currently no refbacks.