Iterative Synthesis of Stereo‐ and Sequence‐Defined Polymers via an Acid‐Orthogonal Deprotection Chemistry

2022 ◽  
Author(s):  
Wenjing He ◽  
Shixue Wang ◽  
Maosheng Li ◽  
Xianhong Wang ◽  
Youhua Tao
Keyword(s):  
2020 ◽  
Vol 11 (46) ◽  
pp. 7393-7401
Author(s):  
Marcin L. Ślęczkowski ◽  
Ian Segers ◽  
Yiliu Liu ◽  
Anja R. A. Palmans

One of the great challenges in polymer chemistry is to achieve discrete and sequence-defined synthetic polymers that fold in defined conformations and form well-defined three-dimensional structured particles.


2010 ◽  
Vol 12 (23) ◽  
pp. 5514-5517 ◽  
Author(s):  
Benjamin N. Norris ◽  
Tianqi Pan ◽  
Tara Y. Meyer

Synthesis ◽  
2007 ◽  
Vol 2007 (18) ◽  
pp. 2809-2818 ◽  
Author(s):  
Lukas Hintermann ◽  
Thomas Kribber ◽  
Aurélie Labonne

2010 ◽  
Vol 75 (18) ◽  
pp. 6154-6162 ◽  
Author(s):  
Adrian Ortiz ◽  
Charles S. Shanahan ◽  
David T. Sisk ◽  
Sujeewa C. Perera ◽  
Pallavi Rao ◽  
...  
Keyword(s):  

2005 ◽  
Vol 24 (13) ◽  
pp. 3247-3254 ◽  
Author(s):  
Guo-Lin Xu ◽  
Cheng-Young Wang ◽  
Yu-Hua Ni ◽  
Theodore G. Goodson ◽  
Tong Ren

Author(s):  
C. Adam ◽  
F. Ziegler

Abstract The influence of light-weight secondary structures on the dynamic response of earthquake excited hysteretically damped shear frames with various elastic and inelastic substructure properties is studied numerically. The numerical procedure used in this paper is based on an iterative synthesis, where interface conditions as well as inelastic deformations are treated as additional fictitious loads and their intensities are updated in an iterative process. Acceleration response spectra of shear frames as well as floor response spectra are generated for various modal primary to secondary mass ratios. Also spectra of the standard deviation of primary and secondary accelerations are computed. Results, efficiently derived by the proposed method, are set in contrast to those derived by decoupled analyses to estimate their capability with respect to hysteretic structural behavior.


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