In a doubly linked list, each node has links to the previous and next nodes in the list. A: 正确 B: 错误
In a doubly linked list, each node has links to the previous and next nodes in the list. A: 正确 B: 错误
After ________ so many defeats, I found the final victory doubly sweet. A: experience B: experienced C: inexperienced D: experiencing
After ________ so many defeats, I found the final victory doubly sweet. A: experience B: experienced C: inexperienced D: experiencing
设intx=2，y=4；，值为非0的表达式是( ) A: 1/x*y B: 1/(x* C: 1.0/x/y D: 1/x/(doubly
设intx=2，y=4；，值为非0的表达式是( ) A: 1/x*y B: 1/(x* C: 1.0/x/y D: 1/x/(doubly
In the calculation of the bearing capacity of the normal section of a doubly reinforced concrete rectangular beam, if [img=63x27]1803b9532781df8.png[/img], it indicates that ( ). A: the compressive reinforcements will not yield B: the tensile reinforcements will not yield C: the section is over-sized D: the compressive reinforcements have already yielded when the failure of the beam occurs
In the calculation of the bearing capacity of the normal section of a doubly reinforced concrete rectangular beam, if [img=63x27]1803b9532781df8.png[/img], it indicates that ( ). A: the compressive reinforcements will not yield B: the tensile reinforcements will not yield C: the section is over-sized D: the compressive reinforcements have already yielded when the failure of the beam occurs
6. The most common operation for setting a linked list is to insert a node at the end and delete the tail node, so () is the most time-saving option. A: doubly linked circular list with a head node B: singly linked list C: singly linked circular list with a tail pointer D: singly linked circular list
6. The most common operation for setting a linked list is to insert a node at the end and delete the tail node, so () is the most time-saving option. A: doubly linked circular list with a head node B: singly linked list C: singly linked circular list with a tail pointer D: singly linked circular list
In the calculation of the bearing capacity of the normal section of a doubly reinforced concrete rectangular beam, the reason for the condition [img=63x27]1803b953249aa8d.png[/img] should be satisfied is to ( ). A: ensure the simplification of the calculation diagram B: avoid the occurrence of the over-reinforced failure C: ensure the compressive reinforcements yield at the failure of the beam D: ensure the tensile reinforcements yield at the failure of the beam
In the calculation of the bearing capacity of the normal section of a doubly reinforced concrete rectangular beam, the reason for the condition [img=63x27]1803b953249aa8d.png[/img] should be satisfied is to ( ). A: ensure the simplification of the calculation diagram B: avoid the occurrence of the over-reinforced failure C: ensure the compressive reinforcements yield at the failure of the beam D: ensure the tensile reinforcements yield at the failure of the beam
For a given [img=24x27]1803b9532cc8765.png[/img], when calculating the bearing capacity of the normal section of a doubly reinforced concrete rectangular beam, if [img=46x23]1803b95334b0ce7.png[/img], it indicates that ( ). A: the compressive reinforcements are excessively allocated B: the reinforcements in the compression zone are lightly allocated and needs to be reallocated C: The beam section is over-sized D: The concrete strength is too large
For a given [img=24x27]1803b9532cc8765.png[/img], when calculating the bearing capacity of the normal section of a doubly reinforced concrete rectangular beam, if [img=46x23]1803b95334b0ce7.png[/img], it indicates that ( ). A: the compressive reinforcements are excessively allocated B: the reinforcements in the compression zone are lightly allocated and needs to be reallocated C: The beam section is over-sized D: The concrete strength is too large
Which<br/>of the following operations is performed more efficiently by doubly<br/>linked list than by linear linked list? () A: Deleting<br/>a node whose location is given B: Searching<br/>an unsorted list for a given item C: Inserting<br/>a node after the node with a given location D: Traversing<br/>the list to process each node
Which<br/>of the following operations is performed more efficiently by doubly<br/>linked list than by linear linked list? () A: Deleting<br/>a node whose location is given B: Searching<br/>an unsorted list for a given item C: Inserting<br/>a node after the node with a given location D: Traversing<br/>the list to process each node
16. In a doubly linked list, the operation to delete a node after the node p is (). A: p->next=p->next->next; p->next->next->prior=p; B: p->next->prior=p; p->next=p->next->next; C: p->next=p->next->next; p->next->prior=p; D: p->next->next=p->next; p->next->prior=p;
16. In a doubly linked list, the operation to delete a node after the node p is (). A: p->next=p->next->next; p->next->next->prior=p; B: p->next->prior=p; p->next=p->next->next; C: p->next=p->next->next; p->next->prior=p; D: p->next->next=p->next; p->next->prior=p;
When conducting the section analysis on the bearing capacity of the normal section of a doubly reinforced concrete rectangular beam, if [img=46x23]1803b9533db5432.png[/img], the ultimate bending moment the section undertakes can be ( ). A: calculated by approximating the relationship between [img=8x23]1803b9534526202.png[/img] and [img=14x23]1803b9534d0c9d8.png[/img] as [img=46x23]1803b953549d24e.png[/img] B: recalculated according to the case that the area of the tensile reinforcements is unknown C: recalculated according to the case that the area of the compressive reinforcements is unknown D: determined according to the minimum reinforcement ratio
When conducting the section analysis on the bearing capacity of the normal section of a doubly reinforced concrete rectangular beam, if [img=46x23]1803b9533db5432.png[/img], the ultimate bending moment the section undertakes can be ( ). A: calculated by approximating the relationship between [img=8x23]1803b9534526202.png[/img] and [img=14x23]1803b9534d0c9d8.png[/img] as [img=46x23]1803b953549d24e.png[/img] B: recalculated according to the case that the area of the tensile reinforcements is unknown C: recalculated according to the case that the area of the compressive reinforcements is unknown D: determined according to the minimum reinforcement ratio