1,808 results on '"Li, Guo-qiang"'
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102. Analysis and simulation on fracture of structural steel at elevated temperatures based on extended finite element method
103. Symmetric modeling of the thermal actions in a structural fire experiment on a long-span composite floor beam in a compartment
104. An insight into eurocode 4 design rules for thermal behaviour of composite slabs
105. Behavior of splice connection during transfer of vertical load in full-scale corner-supported modular building
106. Performance and mechanism of solid waste coking sulfur paste modified asphalt mixture before and after curing
107. Mechanical behaviour of longitudinal lap-welded joints of high strength steel: Experimental and numerical analysis
108. A simplified approach for collapse assessment of multi-Storey steel framed-structures with one column loss
109. Mechanical properties of 1670 MPa parallel wire strands at elevated temperatures
110. Experimental study on ultra-high performance concrete under triaxial compression
111. Fracture behavior of high-strength steels at elevated temperatures
112. Suberitolactams A−D and Suberitopyridines A−B: New γ‐lactam and Pyridine Alkaloids Isolated from the South China Sea Sponge Pseudospongosorites suberitoides.
113. Experimental and numerical investigation on flexural-torsional buckling of Q460 steel beams
114. Four new polyhydroxylated steroids from the South Sea sponge Plakortis sp.
115. Creep effect on critical strength of high-strength steel columns exposed to fire
116. Mechanical properties of TMCP Q690 high strength structural steel at elevated temperatures
117. Improved time-hardening creep model for investigation on behaviour of pre-tensioned steel strands subject to localised fire
118. Hysteretic model of Q690 high-strength steel beam-columns considering cyclic deterioration
119. An experimental study of the behavior of intumescent coatings under localized fires
120. Bearing behavior of multi-bolt high strength steel connections
121. Creep behavior and model of high-strength steels over 500 MPa at elevated temperatures
122. Slip factor between shot blasted mild steel and high strength steel surfaces
123. Ductile fracture of high strength steel under multi-axial loading
124. Collapse of steel-concrete composite frame under edge-column loss—Experiment and its analysis
125. Numerical investigation on cyclic behavior of Q690 high strength steel beam-columns
126. A reexamination of high strength steel yield criterion
127. Mechanical properties of mismatched high strength steel butt joints with three softened/hardened strength distribution patterns
128. Effects of water and nitrogen limited supply on stereotypic characteristics of high-yielding wheat
129. Corrigendum to “An improved constitutive model for steel tube-confined ultra-high-strength concrete” [Eng Struct, 298 (2024) 1–16/117049]
130. Corrigendum to “A promising InGaAsN photoanode protected by multifunctional GaN nanocrystal for efficient photoelectrochemical water splitting” [Appl. Surf. Sci. 645 (2024) 158754]
131. Three New Phenols and One New Lignan from Clematis Terniflora VAR. Manshurica (Rupr.) Ohwi with Their Anti-Inflammatory Activity
132. Impact of immune checkpoint molecules on FoxP3+ Treg cells and related cytokines in patients with acute and chronic brucellosis
133. Synthesis and Structural Characterization of Silver(I) Complexes with α-Dithionaphthoato Ligands
134. Experimental and numerical study on coupled shear walls with buckling-restrained steel plates under cyclic loading
135. Mechanical behavior of transverse fillet welded joints of high strength steel using digital image correlation techniques
136. An experimental study to assess the feasibility of a three stage thermal conductivity model for intumescent coatings in large space fires
137. Intermediate transverse stiffener requirements of high-strength steel plate girders considering postbuckling capacity
138. Seismic performance improvement of tension-only-braced frames with Energy-Dissipative Rocking Columns
139. Experimental study on seismic performance of RC frames with Energy-Dissipative Rocking Column system
140. Moment resistance of blind-bolted SHS column splice joint subjected to eccentric compression
141. Use of energy-dissipative rocking columns to enhance seismic performance of buckling-restrained braced frames
142. Experimental study on two-level yielding buckling-restrained braces
143. Behavior and design of high-strength steel columns under combined compression and bending
144. Uniform material model for constructional steel
145. Welded connections
146. Application of high-strength steels in seismic zones and case studies
147. Introduction
148. Hysteretic behavior of high strength steels under cyclic loading
149. List of Contributors
150. Bolted connections
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