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Latin American Journal of Solids and Structures - v. 17, n. 3 (2020)

Erschienen:	2020

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Coda, Humberto Breves / Silva, Adriana Patrícia de Oliveira / Paccola, Rodrigo Ribeiro	Alternative active nonlinear total Lagrangian truss finite element applied to the analysis of cable nets and long span suspension bridges
Tremarin, Ronaldo Cesar / Pravia, Zacarias Martin Chamberlain	Analysis of the Influence of Residual Stress on Fatigue Life of Welded Joints
de Freitas Neto, Osvaldo / Cunha, Renato Pinto da / de Albuquerque, Paulo J. R. / Garcia, Jean Rodrigo / Santos Júnior, Olavo F. dos	Experimental and numerical analyses of a deep foundation containing a single defective pile
Divyah, N. / Thenmozhi, R. / Neelamegam, M.	Experimental and Numerical Analysis of Battened Built-up Lightweight Concrete Encased Composite Columns subjected to Axial Cyclic loading
Yang, Yong / Tanimoto, Shunsuke / Kiriyama, Takaharu	Experimental study of the seismic behavior of an existing bridge abutment located on soft clay deposits
Chai, Shaobo / Wang, Hao / Yu, Liyuan / Shi, Jiehui / Abi, Erdi	Experimental Study on Static and Dynamic Compression Mechanical Properties of Filled Rock Joints
Khalkhaliha, Mohammad / Zarfam, Panam / Zarfam, Raham	Nonlinear structural behavior and vibration control of a double curved cable net under the dynamic excitations
Ribeiro, Paula de Oliveira / de Miranda Saleme Gidrão, Gustavo / Vareda, Luiz Vicente / Carrazedo, Ricardo / Malite, Maximiliano	Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load
de Deus, Lidiane R. R. M. / Silveira, Ricardo A. M. / Lemes, Ígor J. M. / Silva, Jéssica L.	Second-order inelastic analysis of shallow and non-shallow steel arches
Shen, Ruilin / Xiao, Jianchun / Ma, Kejian / Mao, Jiayi / Li, Guiping / Zeng, Weiyi / Wang, Qin	Theoretical and experimental study on steel open-web sandwich floor with flanged cruciform section shear key

Über diese
Datenseite
IssueID
52952
Veröffentlicht am:
10.12.2020
Geändert am:
10.12.2020

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