Earthquakes and Structures

CONTENTS

Volume 7, Number 6, 2014

• Performance of retaining walls with and without sound wall under seismic loads

  Erin Mock and Lijuan Cheng

  Abstract | Full Text (2K)

  pages 909-935.

  DOI: 10.12989/eas.2014.7.6.909

• Nonlinear seismic damage control of steel frame-steel plate shear wall structures using MR dampers

  Longhe Xu, Zhongxian Li and Yang Lv

  Abstract | Full Text (2K)

  pages 937-953.

  DOI: 10.12989/eas.2014.7.6.937

• Seismic characterization of cold formed steel pallet racks

  Saravanan M., Marimuthu V., Prabha P., Surendran M., and Palani G.S.

  Abstract | Full Text (1K)

  pages 955-967.

  DOI: 10.12989/eas.2014.7.6.955

• Optimal design of the seismic protection system for isolated bridges

  Daniele Losanno, Mariacristina Spizzuoco, Giorgio Serino

  Abstract | Full Text (3K)

  pages 969-999.

  DOI: 10.12989/eas.2014.7.6.969

• Rocking behavior of bridge piers with spread footings under cyclic loading and earthquake excitation

  Hsiao-Hui Hung, Kuang-Yen Liu and Kuo-Chun Chang

  Abstract | Full Text (2K)

  pages 1001-1024.

  DOI: 10.12989/eas.2014.7.6.1001

• Optimal placement and design of nonlinear dampers for building structures in the frequency domain

  Kohei Fujita, Masatoshi Kasagi, Zi-Qiang Lang, Guo Penfei and Izuru Takewaki

  Abstract | Full Text (4K)

  pages 1025-1044.

  DOI: 10.12989/eas.2014.7.6.1025

• Effect of reducing tsunami damage by installing fairing in Kesen-Bridge

  Takahiro Abukawa, Yuto Nakamura and Akira Hasegawa

  Abstract | Full Text (2K)

  pages 1045-1060.

  DOI: 10.12989/eas.2014.7.6.1045

• An iterative hybrid random-interval structural reliability analysis

  Yongfeng Fang, Jianbin Xiong and Kong Fah Tee

  Abstract | Full Text (0K)

  pages 000-000.

  DOI: 10.12989/eas.2014.7.6.000

• Optimum tuned mass damper approaches for adjacent structures

  Sinan Melih Nigdeli and Gebrail Bekdaş

  Abstract | Full Text (1K)

  pages 1071-1091.

  DOI: 10.12989/eas.2014.7.6.1071

• Story-wise system identification of actual shear building using ambient vibration data and ARX model

  Ayumi Ikeda, Kohei Fujita and Izuru Takewaki

  Abstract | Full Text (3K)

  pages 1193-1118.

  DOI: 10.12989/eas.2014.7.6.1073

• Damage-based optimization of large-scale steel structures

  A. Kaveh, M. Kalateh-Ahani and M. Fahimi-Farzam

  Abstract | Full Text (1K)

  pages 1119-1139.

  DOI: 10.12989/eas.2014.7.6.1073

• Seismic base isolation of precast wall system using high damping rubber bearing

  Patrick L.Y. Tiong, Azlan Adnan, Ahmad B.A. Rahman and Abdul K. Mirasa

  Abstract | Full Text (2K)

  pages 1141-1169.

  DOI: 10.12989/eas.2014.7.6.1073

• Seismic force reduction factor for steel moment resisting frames with supplemental viscous dampers

  M. Hassanien Serror, R. Adel diab and S. Ahmed Mourad

  Abstract | Full Text (1K)

  pages 1171-1186.

  DOI: 10.12989/eas.2014.7.6.1171

• A half-century of rocking isolation

  Nicos Makris

  Abstract | Full Text (2K)

  pages 1187-1221.

  DOI: 10.12989/eas.2014.7.6.1187

• On the response of base-isolated buildings using bilinear models for LRBs subjected to pulse-like ground motions: sharp vs. smooth behaviour

  Eftychia Mavronicola and Petros Komodromos

  Abstract | Full Text (7K)

  pages 1223-1240.

  DOI: 10.12989/eas.2014.7.6.1223

• Response of structures to seismic sequences corresponding to Mexican soft soils

  Gerardo Díaz-Martínez, Jorge Ruiz-García and Amador Terán-Gilmore

  Abstract | Full Text (1K)

  pages 1241-1258.

  DOI: 10.12989/eas.2014.7.6.1241

• The effects of peak ground velocity of near-field ground motions on the seismic responses of base-isolated structures mounted on friction bearings

  H.Tajammolian, F.Khoshnoudian, S.Talaei and V.Loghman

  Abstract | Full Text (3K)

  pages 1159-1282.

  DOI: 10.12989/eas.2014.7.6.1159

• Impact of time and frequency domain ground motion modification on the response of a SDOF system

  Clinton P. Carlson, Dimitrios Zekkos and Jason P. McCormick

  Abstract | Full Text (2K)

  pages 1283-1301.

  DOI: 10.12989/eas.2014.7.6.1283

• Combinatorial continuous non-stationary critical excitation in M.D.O.F structures using multi-peak envelope functions

  S. Hooman Ghasemi and P. Ashtari

  Abstract | Full Text (2K)

  pages 1303-1316.

  DOI: 10.12989/eas.2014.7.6.1303