Studi Eksperimental tentang Pengaruh Dinding Bata Merah Terhadap Ketahanan Lateral Struktur Beton Bertulang
Abstract. Reinforced-Concrete (R/C) frame structures with unreinforced clay brick masonry (URM) infill walls are commonly used in developing countries with regions of high seismicity. The walls are usually treated as non-structural components, and their interaction with the bounding frames is often ignored in designing process. Field evidences after West Sumatera earthquake have shown that URM infill walls can help reduce the vulnerability of the R/C frame structures against lateral load. In the present paper, it is an attempt to highlight the series laboratory experimental results of the R/C frame structures with URM infill walls. Results of the experimental studies which have indicated URM infill walls can have a significant influence on the lateral resistance of the R/C frame structures. Increasing the lateral resistance is also observed on the R/C frame structures uses larger size of the clay brick masonry and uses mortar on the infill walls’ surfaces.
Agrawal, N., Kulkarni, P.B., Raut, P., 2013, Analysis of Masonry Infilled R.C.Frame with and without Opening Including Soft Storey by using Equivalent Diagonal Strut Method, International
Journal of Scientific and Research Publications, Volume 3, Issue 9.
Badan Standarisasi Nasional, 2002, SNI 03–1726–2002, Jakarta: Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung.
Badan Standarisasi Nasional, 2002.a, SNI 03–2847–2002, Jakarta: Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung.
Bertero,V.V., and Brokken S.T., 1983, Infills in Seismic Resistant Building, J. Struct. Eng., 109 (6), 1337-1361.
Decanin, L., Mollaioli, F., Mura, A., Saragoni, R., 2004, Seismic Performance of Masonry Infilled R/C Frames, 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada.
Imran, I., Hendrik, F., 2009, Perencanaan Struktur Gedung Beton Bertulang Tahan Gempa, Bandung: Penerbit ITB.
Japanese Standard: The Japan Building Disaster Prevention Association, 2005, English Version 1st, Standard for Seismic Evaluation of Existing Reinforced Concrete Buildings. Japan: Building
Koutromanos, I., 2011, Numerical Analysis of Masonry-Infilled Reinforced Concrete Frames Subjected to Seismic Loads and Experimental Evaluation of Retrofit Techniques, PhD Dissertation, University of California.
Maidiawati, Sanada, Y., 2008, Investigation and Analysis of Buildings Damaged during the September 2007 Sumatra Indonesia Earthquakes, Journal of Asian Architecture and Building Engineering, 7 (2), 371-378.
Maidiawati, Sanada, Y., Konishi, D., and Tanjung, J., 2011, Seismic Performance of Nonstructural Brick Walls Used in Indonesian R/C Buildings, Journal of Asian Architecture and Building
Engineering, 10 (1), 203-210.
Maidiawati, Oo, T., Sanada, Y., 2012, A Simple Approach for Determining Contact Length between Frame and Infill of Brick Masonry Infilled R/C Frames, Lisboa, Portugal: 15th World Conference on Earthquake Engineering.
Maidiawati, Sanada, Y., 2013, Modeling of Brick Masonry Infill and Application to Analyses of Indonesian R/C Frame Buildings, Sapporo, Japan: The Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13).
Meharbi, A.B., Shing, P.B., 2003, Seismic Analysis of Masonry-Infilled Reinforced Concrete Frames, TMS Journal.
Murty, C.V., Jain, S.K., 2000, Beneficial Influence of Masonry Infill Walls on Seismic Performance of RC Frame Buildings, Auckland, New Zealand: 12th World Conference on Earthquake Engineering.
Pereira, M.F.P, Pereira, M.F.N., Pereira, J.E.D., Lourenco, P.B., 2011, Behavior of Masonry Infill Panels in RC Frames Subjected to In Plane and Out of Plane Loads, 7th International Conference AMCM.
Pujo, S., Climent, A.B., Rodriguez, M.E., Pardo, J.P.S., 2008, Masonry Infill Walls: An Effective Alternative for Seismic Strengthening of Low-Rise Reinforced Concrete Building Structures,
Beijing, China: 14th World Conference on Earthquake Engineering.
Satar, S., 2013, Influence of Masonry Infill Walls and Other Building Characteristics on Seismic Collapse of Concrete Frame Buildings, PhD Dissertation, University of Colorado.
Zovkic, J., Sigmund, V., Gulkas, I., 2012, Cyclic Testing of a Single Bay Reinforced Concrete Frames with Various Types of Masonry Infill, Earthquake Engng. Struct. Dyn. 2012; DOI:10.1002/eqe.2263.
- There are currently no refbacks.
Ciptaan disebarluaskan di bawah Lisensi Creative Commons Atribusi-TanpaTurunan 4.0 Internasional
View My Stats