Thư Viện trường Đại Học Nha Trang

Journal of structural engineering, Tập 137, Số 10, 2011-10

Mục lục:

STT	Nội dung
1	Nonlinear Analysis of Shear-Critical Reinforced Concrete Beams Using Fixed Angle Theory / Jung-Yoon Lee, Sang-Woo Kim and Mohamad Y. Mansour
2	Strut-and-Tie Model Based on Crack Band Theory for Deep Beams / Keun-Hyeok Yang and Ashraf F. Ashour
3	Shear Strength Model for Steel Fiber Reinforced Concrete Beams without Stirrup Reinforcement / Hai H. Dinh, Gustavo J. Parra-Montesinos and James K. Wight
4	Design and Measured Behavior of a Hybrid Precast Concrete Wall Specimen for Seismic Regions / Brian J. Smith, Yahya C. Kurama and Michael J. McGinnis
5	Experimental Evaluation of Pretopped Precast Diaphragm Critical Flexure Joint under Seismic Demands / D. Zhang, R. B. Fleischman, C. J. Naito and R. Ren
6	In-Plane Lateral Cyclic Behavior of Insulated Concrete Form Grid Walls / Peter Dusicka and Thomas Kay
7	State of the Art on Timber-Concrete Composite Structures: Literature Review / David Yeoh, Massimo Fragiacomo, Mary De Franceschi and Koh Heng Boon
8	Instability of Axially Loaded Compression Members under Lateral Rigid Body Excitations / Tetsuya Yabuki, Yasunori Arizumi, Janice J. Chambers,Tetsuhiro Shimozato and Toshiyasu Yoza
9	Opposing Theories and the Buckling Strength of Unequal-Leg Angle Columns / Morris Ojalvo
10	Seismic Design and Performance of Steel Moment-Resisting Frames with Nonlinear Replaceable Links / Yunlu Shen, Constantin Christopoulos, Nabil Mansour and Robert Tremblay
11	Comparative Response Assessment of Minimally Compliant Low-Rise Base-Isolated and Conventional Steel Moment-Resisting Frame Buildings / Prayag J. Sayani, Emrah Erduran and Keri L. Ryan
12	Numerical Models Validation of Cracked Square Hollow Section (SHS) Y - and K -Joints / Seng-Tjhen Lie and Zheng-Mao Yang
13	Experimental Validation of Replaceable Shear Links for Eccentrically Braced Steel Frames / Nabil Mansour, Constantin Christopoulos and Robert Tremblay
14	New Finite Element for Analysis of Thin-Walled Structures / Bernardo Deschapelles
15	Finite Particle Method for Progressive Failure Simulation of Truss Structures / Ying Yu, Glaucio H. Paulino and Yaozhi Luo
16	Limit Load Carrying Capacity of Two-Way Slabs with Two Edges Clamped and Two Edges Simply Supported in Fire / Yu-li Dong and Chong-ji Zhu
17	Nanoparticle Reinforced Polymer for Blast Protection of Unreinforced Masonry Wall: Laboratory Blast Load Simulation and Design Models / M. Irshidat, A. Al-Ostaz, A. H.-D. Cheng and C. Mullen
18	Response of Arching Unreinforced Concrete Masonry Walls to Blast Loading / Badr M. Abou-Zeid, Wael W. El-Dakhakhni, A. Ghani Razaqpur and S. Foo
19	Use of Wavelet-Based Damage-Sensitive Features for Structural Damage Diagnosis Using Strong Motion Data / Hae Young Noh, K. Krishnan Nair, Dimitrios G. Lignos, and Anne S. Kiremidjian
20	Optimal Topological Design of Periodic Structures for Natural Frequencies / Zhi Hao Zuo, Yi Min Xie and Xiaodong Huang
21	Measures of Circularity for Shell Structures / M. Gillie