(Turnitin) PENGARUH GETARAN GEMPA YANG MENGANDUNG EFEK PULSE DAN TANPA PULSE PADA STRUKTUR TIDAK SIMETRIS SEBIDANG

Ade Faisal, Ph.D

Abstract


Hasil uji duplikasi memakai Turnitin


Keywords


Bangunan asimetris, kapasitas rotasi plastis, eksitasi gempa pulse dan tanpa pulse.

Full Text:

PDF

References


Anagnostopoulos, S. A. dkk. (2010). An Answer to an Important Controversy and The Need for

Caution When Using Simple Models to Predict Inelastic Earthquake Response of Buildings With Torsion. Earthquake Engineering Structure Dyn 39: 521-540.

Anonim. (2005). International Code Council, Inc. Illinois: Building Officials and Code Administrators

International, Inc.

Anonim. (2012). Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan

Non Gedung. Jakarta: Badan Standarisasi Nasional.

Beyer, K., & Bommer, J. J. (2007). Selection and Scaling of Real Accelerograms for Bi-Directional

Loading: A Review of Current Practice and Code Provisions. Journal of Earthquake Engineering, 11 , 13-45.

Carr, A.J. (2008). RUAUMOKO-Inelastic Dynamic Analysis Program. Departement of Civil

Engineering, University of Canterbury, Chirstchurc, New Zealand.

Chopra, A.K. (2002). Dynamics of Structures: Theory and Applications to Earthquake Engineering,

nd ed., Prentice Hall, Upper Saddle River, N.J., 844pp.

De Stefano, M., & Pintucchi, B. (2008). A Review Of Research On Seismic Behaviour Of Irregular

Building Structures Since 2002. Bull Earthquake Eng 6 , 285-308.

FEMA 451B. (2007). NEHRP Recomenden Provision for New Building and Other Structure: Training

and Instructional Materials.

Gavin, H. P., (2014). Vibration of Single Degree of Freedom Systems. CEE Structural Dynamics.

Department of Civil Engineering. Duke University.

Haselton, C. B., Liel, A. B., Lange, S. T., & Deierlein, G. G. (2008). Beam-Column Element Model Calibrated for Predicting Flexural Response Leading to Global Collapse of RC Frame Buildings.

Berkeley: Pacific Earthquake Engineering Research Center.

Katsanos, E. I., Sextos, A. G., & Manolis, G. D. (2010). Selection of earthquake ground motion

records: A state-of-the-art review. Soil Dynamics and Earthquake Engineering 30 , 157169. Kunnath SK, Erduran E, Chai YH, Yashinsky M. Effect of near fault vertical ground motions on

seismic response of highway overcrossings. J Bridge Engineering ASCE 2008; 13(3):282-90. Lucchini, A. dkk. (2009). Seismic Behavior of Single-Story Asymmetric-Plan Buildings Under

Uniaxial Excitation. Earthquake Engineering Structure Dyn 38, 1053-1070.

Marusic, D., Fajfar, P. (2005). On The Inelastic Seismic Response of Asymmetric Buildings Under Bi-

axial Excitation. Earthquake Engineering Structure Dyn 34, 943-963.

Paulay, T. (1998). Torsional Mechanisms in Ductile Building Systems. Earthquake Engineering Structue Dyn 27, 1101-1121.

Pawirodikromo, W. (2012). Seismologi Teknik & Rekayasa Kegempaan. Yogyakarta: Pustaka Pelajar. Pacific Earthquake Engineering Research (2008). PEER NGA Database, available at

http://peer.berkeley.edu/nga/.

Roy, R., Chackroborty, S. (2013). Seismic Demand of Plan-Asymmetric Structures: A Revisit.

Earthquake Engineering and Engineering Vibration 12, 99-117.

Sommer, A., Bachmann, H. (2005). Seismic Behavior of Asymmetric RC Wall Buildings: Principles and New Deformation-Based Design Method. Earthquake Engineering Structure Dyn 34, 101-124.

Somerville, P. (2003). Magnitude Scaling of The Forward Rupture Directivity Pulse in Near-Fault

Ground Motions. URS Group Inc. Award Number: 01HQGR0048.

Stathopoulos, K. G., Anagnostopoulos, S. A. (2004). Earthquake Induced Inekastic Torsion In

Asymmetric Multistory Buildings. World Conference on Earthquake Engineering 13, 558. Stathopoulos, K. G., Anagnostopoulos, S. A. (2005). Inelastic Torsion of Multistorey Buildings Under Earthquake Excitations. Earthquake Engineering Structure Dyn 34: 1449-1465


Refbacks

  • There are currently no refbacks.